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HomeMy WebLinkAbout1336 OLD POST ROAD (CT & MM) - Health �. � €, 4�.d�,�,R`2 nt �,�Rj.Su,4xY��.'�p.^•,�,�'"µyji�:�:L.:Likr-.-,rt 1336O1dPostakoa�d Mat 8t61is�Kl118�,..$wY A' °'057 O10 °001 rt C r.Ji No.Cam✓ 0-7 5; Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN 6F BARNSTABLE, MASSACHUSETTS Yes Nplitation for ]Disposal *pstpm Construction Permit Application for a Permit to Construct Repair( ) Upgrad ) Abandon( ) ElComplete System ElIndividual Components Location Address or Lot No. OJOY Q KeIN Owner's Name,Address,and Tel.No. Mtn 3 rev F s ws ,rrl S ��� 5(3 Assessor's Map/Parcel 7 C� Q ^C.�0�- Ins ller's Name,Address,and Tel.No. GXA e13 Decsi�g,ner's Name,Address,and Tel.No. Type of Building: )� Dwelling No.of Bedrooms Lot Size "/3,56 2 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.requ'red) 140 gpd Design flow provided t4�5 i gpd Plan Date /� Number of sheets Revision Date Title Size of Septic Tank '1 50 O Type of S.A.S. 3 Description of Soil Nature of Repairs or Alterations(Answer when applicable) l�V'ry­� Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmenta.C' and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. ed Dated/ f 9 CZApplication Approved b Date 7 Application Disapproved by Date for the following reasons Permit No. n�D 5 Date Issued 3 7 1 — ----------------------------------- ------------- - Fee THE'COMMONWEALTH O,-,rAO SSACHUSETTS Entered in computer:_ PUBLIC HEALTH DIVISION - TOWN, Q, ..' BARNSTABLE, MASSACHUSETTS Yes 9ppl Latlon for.Misposa1,,'*p5trm Constru tion Permit Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. (�'� 6d� Owner's Name,Address,and Tel.No. (�,U (3c X �r7 3 Assessor's Map/Parcel _U .—©Cy Installer's Name,Address,and Tel.No. gd/t.'A" c+J M Designer's Name,Address,and Tel.No. (�fA tli \ { a N Type of Building: Dwelling No.of Bedrooms Lot Size L r a sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures ,Mll Design Flow(min.required) 140 gpd i` Design flow provided 0 y gpd Plan Date /1 r} C� Number of sheets Revision Date Title Size of Septic Tank 15700 Type of S.A.S. Description of Soil .npr• Nature of Repairs or Alterations(Answer when applicable) �LJTG t—`� t Cr ` Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in, accordance with the provisions of Title 5 of the Environmental and not to place the system in operation until a.Certificate,of: t Corr_pliance has been issued by this Board of Health. ,---Signed Date 1 Application Approved b y JQ Date ,q 7 Ok t Application Disapproved by Date for the following reasons s Permit No. Date Issued 7 -------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(` Repaired( ) Upgraded( ) Abandoned( )by 0C3 ll..+:� CA 1/1� (`3,).►ST` at m n has been constructed in accordance with the provisions of Title 5 and the or Disposal System Construction Permit No-CK1—d-75 dated Installer r Designer Ary\CL4kc #bedrooms Ll Approved design flow A L4 qd gpd The issuance of this p rmit s 11 not be construed as a guarantee that the system will ctio designed. nn Bate �� Inspector / Y --------`-------------------- -7---------------------------------------------------------------------------------------------------------- No. ja 19 —0--! 5 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal .6pstem Construction Permit Permission is hereby granted to Construct( Repair( ) t;�U(p�grade( ) Abandon System located at � ;and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of thi permit. Date Approved b SEP-04-2019 02:51 From: To:15087906304 Pa9e:1,'1 Town of'Barnstable Regulatory Services Richard V. Scali, Interim Director • lrMttlSTABIA:, Public Health Division �rDN1°`p Tbon'Ias Ntc.Kcan, Director 200 Main S11:1-c:et,Hyannis,MA 0260.1 Office: 508862-+1644 rax;. 508-790-(i�104 Installer&Designer Certification 1'onn Date: l Sewagre Permit# ��� Assessor's i1'Iap\'karce '7 l O� —o l 0 "U' � Designer: r���e` A�ar�tl� Address: )Z Wi Crbssr.,1c) /ZJ Address: 4.5�tnokus4LLj Jet-eU kt&1g M A a z ''""QCs kxin K61"l l s l• � On 1110 �\a N-, was issued a perinit to install a, (date (installer) septic system a1. CSC . based oti a design drawn by (adcil•css), -tic)4(1 eer1',?9 l tlo;",Lts� dated � (designer) ,/1 certify that the septic system referenced above was installed substimtially according to the desig,l1., whi.cll may.iticl}ide minor approved.changes.such as lateral relocation of the distribution box and/or septic tank. Strip out (if.re'quired) Was inspected and the soils ' were found satisfactory. I carlify that the septic system .referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) belt in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the Soils were found Satisfactory, I certify that , system referenced above was consh•ttctecl i.n c with the tarns of(lie V a vat letters (if applicable) M (Installer's Signature) No►35109 (Designer's Signature) (At'tix Design :axe) PLEASE RETURN TO BARNS-I'ABLt PITAL1C HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOT1'1 THIS FORM AND AS- BUILT CARD ARE RECC-I'\Tli:U BV TTIE BARNSTA.BLE PUBLIC HEALTH DIVISION' THANK YOU. Cj,`Scl i;Jwigncr Certification Form Rev 9-14-11.doc Engineers note.:This certification is Ilmilcd to an as-built Inspes;tlo❑of system compmtem...;as installed prior to backlill,Tho engineer did not supervise construcilon of Ilia system.The inst„llor assumos responsibillty for all materials•workntanyhlp,bacldilling to specified grades,with-proper compaetlon and setting riseretcovers as shown on the design plan. TOWN OF BARNSTABLE LOCATION ).3 3 �j���� Si WAGE#Z O I.3 "3 9 ? ppn� y � f"' A •S�SOR' MAP&PARCEL ®S 7 e I C� (1 VILLAGE INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY. (type) ° 6 C9 I C—Q . (size) �g O X NO.OF BEDROOMS 3 OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table t'b the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY �f IVA 3 �Lo 3 -eqq :7 30 s "�3� No. 1 tl-- Sq Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 01 PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0[ppliLation for Disposal Opstrm COIF�Turmw V,��Eql IYCI ��Ji%� i� l�/t 1.l t l6Aoplication for a Permit to Construct Repair( ) Upgrade ) Bandon( ) ❑Complete System ndiv ual Components Location Address or Lot No.123P 00 Owner game Ad re s a d Tg1.No. � '4\J�j Assessor's Map/Parcel io G %J C n ` ��, 11� Ad ire and TeL No. S'2, �%��^ rffl I�esirA Name,Address No. ` L C/A P,/&mv Type of Building: Dwelling No.of Bedrooms Lot Size L}Zug LO ' sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ? 3® gpd Design flow provided �Lo gpd Plan Date �® a' I Number of,%beets Revision Date Title �n C_ T_N_S,1`q_*1 \Acr( Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: -Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to ce the system in operation until a Certificate of Compliance has been issued by this Board o ea ned Date sL 9�' / Application Approved by Date /,P t a 7_y t Si t Application Disapproved Date for the following reasons Permit No. 20 f - ,�q Date Issued 1011017_01' Fee r , �- T HE COMMONWEALTH OF MASSACHUSETTS Entered in computer: -� ., ( .' .� -Yes �'? T PUBL. C HEALTH DIVISION -TOWN"OF BARNSTABLE, MASSACHUSETTS J�IrAAtlon for hlsposal 6psteut Cott�ructl n i3ernllt /hY�`^7 Application for a Permit to Construct�(1O Repair( ) Upgrade,( )r Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot NoA (!A Owner's Name Address and Tel.No. "4"'J�j1n J Assessor's Map/Parcelf'j It � �r ~, _ Install s aie Addre s and Tel.No. • Designer s Name Address an T l No. hSSaC_ is; L Le VCA Type of Building: .• ,` C - . Dwelling No,of Bedrooms t % K Lot Size -, �i? sq.ft. rGarbage Grinder( ) �+ Other Type of Building 71 No.of Persons Showers( ) Cafeteria( ) Other Fixtures 4 ti Design Flow(min,required) `t. ; gpd Design flow provided o gpd �. [ »�.. ---'*Plan 4 pate O®• a. 2, Number of sheets I Revision Date ' Title C1 �'S�ie of Septic Tank Type of S.A.S. ... Description of Soil' 0 r N, Nature of Repairs or Alterations(Answer when applicable) f « Date last inspected: �. Agreement: { /Tl�e undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in 1 { accordance with the provisions of Title 5 of the Environmental Code and not,to ce the system in operation until a Certificate of Compliance has been issued by this Board 00 eat . # Signed Date r2 Application Approved by Date to 1 o 2a t 3 Application Disapproved (j Date for the following reasons Permit No. 2013— 3!18 �-""'� Date Issued 101 17-013 - - - - - - - - - -----------------=---- ---------- - - - ------------- TH E COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( �. Repaired( ) Upgraded Abandoned( )by a w, -•at 133 DLL has been constructed-in accordance _q`• with the provisions of Title 5 and the for Disposal System Construction Permit No a f7 '3 dated(0//t720t Installer Designer T #bedrooms_ . � Approved design flow { gd The issuance of this permit shall `not be construed as a uarantee that the system il1funet ofi;as designed:- I Date �n ���/ �9 /(�f���f Inspector TA 4 __/m�li'i. t'G°,�� •�� .rW - -- ----- - - -- - -- -�------------------------------------------------------------------ -- ----- No. 3R 8 Fee. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS ;. t�; ' Vsposai *'stem Construction Permit rPermission is hereby granted to Construct(Vr Repair( ) /Upgrade( ) Abandon( ) System located at (, in the above Application for Disposal System Construction Permit. The applicant reco nized his/her du to comply with andasdescribed PP P Y PP g duty P Y ! Title'5 and the following local provisions or special conditions. Provided:Construction-must be completed within three years of the date of this permit. ' Date b W 7_0 i'� Approved by t Nov. 14.2014 04 :57 PM PAGE. 1/ 1 `oF He► Regulatory Services . Thomas F. Geixer,Director ' l H "So J�'g Public Health Division T'hottas McKean,Director ' 200 Main Street,Hyannis,MA 02601 Fax: 508-790-6304 Office. 508-862-4644 Installer &DesiLyner Certification Form Date: -" � q�Assessor's Map Nl� Sewage Permit#A df3 U?a�ce] 6 Designer: d /eS Installer: — � • 2 L. Address: Address: ( '. ��_� 'on �"' L was issued a permit to all a ( ate) installer) >fi /' .S septic system at based on a desigt}drawn by (address) da d (desigaez ✓I certify that the septic system referenced above was installed subst ally according to the desr which may include minor approved changes such as tat relocation of the distribu on box and/or septic tank. I certify that'the septic system referenced above was installed with riia)or changes (i,e, greater than 10' lateral r®location of the SAS or any vertical relocation*of any component of the septic system)but in accordance with State &Local Regulation. plan revision or certified as-built by desi er to follow. H OF i MATTHEW �s X C.COSTA . Z NO 138a t e a Signature v ,p V ti TER� SgNITAVOL U esign 's Si store) (Affix Designer's Stamp Here) PLEASE RETURN -TO B . STAB PUBLIC ALTO BOItMSION, C iJRII ARID ARF CO LIpNCE wII.L HOT BE LSSUED U1�iTIL B RECEIVED • Y BARNSTAB E-PUBLIC HEALTH DIVISI N, OU. ` Q:Health/Scpt c/Des gner Cerdfiratlon Form 3-26-04.doc r, f Town of Barnstable Piv Department of Regulatory ServicesKAM J/ �--- �� :. Pablic Health Division Date s , 200 Main Street Hyannis MA 02601 q , Date Sch:duledTime Fee Pd. J/ice f Soil Suitability Assessment for Sew e OSt l d� i Perrattaed ny= wiimssec By: LOCATION`&&A�GE L INFORAIATION + I Location Address. E �� OJ t- Owner s I.aooe 30.v S� ( t Add ssZ?75 C�r J e_ k �1OASL-mr's mop—L C'i57 ineda Yame��- .'�.70Ct Q NEW COT:STRUCTION REPAR Telephone 0 2 Slopes(%j 0' 3 Suface Steoes /f&/VG' DismoosEam: OpenV'ate:Body Possible'WerArm /a2 h ninkingWalerWell /lb A .. Drainage Way n R Property Lim /0 t $ Other ft SKETCH:(street rwne,dimensions of Iot,exact locations oftest hoses&pe-c tests,locate wetlands inproximity to holes) U K`5 t 1 r�� Parent Material(geologic) r rKX- 1 t ,4A- Depth to Bedrack Depth•.oGroundwater:Stand4%vatxinFolc W'oapingfrornPitFacc IJ6 Btlima:edSmwtalMgh(nonndvrater DE 'RMINATION FOR SEASONAL HIGH WATER TABLE Method tied: Depth ObsAved standing in obs.hole: in. Depth m svil rnohles: in. Depth to weeping from side of ob.hole: is Croundwwater Adjusttoort: f_ Index Wc:[tl Reading Date: Irdex R'e0 lend Adj factor Adj.Gmundvwater 14"]_ PERCOLATION TEST Date Time Observation hole ff Time at 9" );eVb of Pere 9(, Tirre at 6" Start Pre-sou Time/a� Time(9"-6; EndPre-soak RateMin2neh SaesuitabililyAssesstnen:: site Passed Site Failed: AdditionalTeetingNeeded(UN)_� Original:public Hca'ah Division Observation Hole Data To Be Completed on Back----- ***If percolation test is to be conducted within 100'ofwetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:ISEPTIC''1ERCF0R67.D0C �-d aaeui6u3 spuelsl pue ade0 e80:60£ l� 00 i IT DEEP OBSERVATION HOLE LOG Hole# F rr. Sotdlioairon SoilTaxtcre Soil Cclor Soil n. (USDA) (Munsel1) Mattin �B Ce DEEP OBSERVATION HOLE LOG Hole# Z Dep h Porn Soil Hori=n Soil Texture Soil Color Soil Other Surfnce{ir,) (USDA) r Muruell) Mottling (Slruccam stones.Boulders, U— 0 tI 3 1 t_r F EPOBSERVATION HOLE LOG Hole)d 140ri7an Soil Textwe Soil Color Soil(USDA) O,Sc(Mansell} Mooting (S:ruct+:re,$tones8ouldes Lo 3 3 au re—36 � G 8 DEEP OBSERVATION HOLE LOG Hole#Depth from Sal Horizon Sod Tvd= SoilCator Surfa;e(in) "I DA) (Mansell) Soil Mott6n Olhe: b (S[rucluMSWnes,BoaJders. D—(n G-30L � V Flood IOStlranee Rate May: Above 500%ew flood boundary No Yes r` Hitlin5003rearbaunday No_ Yes Within 100 ycarfleod boundary Na / yes- Depth of KIINECLUmminiz Pervious Mete ' 1 Does at lest four feet of naturally aoctrrring pervious material exist in al;areas observed throughout the area proposed for the soil abso�tion system? - y� If not,what is the depth of natlnnAy OCCurr(ng pernous material? Cerhfrnt�on I ct rtiry that on (date)I have p ed the soil evaluator examination approved by the Deparhlten-of Et. "onmen I Pro:ecti and r e above analysis was performed by me consistertt Nvith the required train g,ex and a rienc in 310 CMR 15.Q17, 5 ignatlme Date %° /D [13 Q:SEPWJ'ERCFORM.DW . 6-d ZL06-LLV-809 aeeui6u]spuSIs1 pue adeo e90:6M L L 100 COPYRIGHT NOTICE: THESE NANS ARE PROTECTED UNDER FEDERAL COPYRIGHTLAWS BY GREATER LIVING AN ARCHITECTURE. Y UNAUTHORIZED (elJyLt�'''F� REPRO DUC UCT VIOL OR MODIFICATION HT THESE CIEPLANVS;UGHT5S LIMITED TO ONE-TIME USE FOR THE CONSTRUCTION OF THESE PLANS - UNAUTHORIZEDNI A VIOLATION OF ADDITIONS NEW THIS RUN IS A VIOLATION OF THE NEW PORK STATE EDUCATION URL ARTICLE 145.SECTION 7209 ! _I l COPYRIGHT IN ALL RIGHTS RESERVED " THE Q U I N C Y HOUSE " GREATER JIVING ARCHITECTURE.P.C. 4 PLAN 2148 / PROJECT 1521 OF SHEET INDEX C-I COVER SHEET - 1/4 ELEVATIONS, r n 1 1�� v U 2/4 FOUNDATION PLAN 7 NH 3/4 FIRST FLOOR PLAN EL 1� Q 4/4 SECOND FLOOR PLAN . N-I DETAILS LL N-2 REINFORCING NOTES STRUCTURAL MATERIAL SPECIFICATIONS: U w STRUCTURAL STEEL ASTM A-36,Fy-36 Lsl GENERAL NOTES: REINFORCED STEEL ASTM A-615.Fy-40 tat T R402.5 MAXIMUM FENESTRATION U-FACTOR b MCC(MANDATORY). FOUNDATION : WIRE MESH ASTM A-185.6 x 6-10/1 O W.W.M. 1 1 1 _�L THESE PUNS COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE AND 2015 INTERNATIONAL ENERGY THE AREA-WEIGHTED AVERAGE MAXIMUM FENESTRATION U-FACTOR PERMITTED USING TRADEOFFS FROM SECT.R4021.5 l ■ ■ OR R405 SHALL DEAD IN CLIMATE ZONES 4 b 5 AND 0.40 IN CLIMATE ZONES 6-8 FOR VERTICAL FENESTRATION,b 0.75 IN LUMBER ALL STUCTURAL MEMBERS JOISTS RAFTERS ETC. � - We CONSERVATION CODE EFFECTIVE OCTODER 2016. CLIMATE ZONES 4-8 FOR SKYLIGHTS THE AREA-WEIGHTED AVERAGE MAXIMUM FENESTRATION SHGC PERMITTED USING ALL FOOTINGS TO REST ON(ORIGINAL)UNDISTURBED SOIL ASSUMED MINIMUM SOIL REARING PRESSURE 70 DE 2500 P.SF. TO DE#2 GRADE LUMDER(DOUGLAS FIR-LARCµ COMPLIANCE METHOD RES CHECK CERTIFICATE TRADEOFFS FROM SECTION R405 IN CLIMATE ZONES 1-3 SHALL BE 0.50 CONTRACTOR TO DE RESPONSIBLE FOR ALL SUBGRADE CONDITIONS HEM-FIR SOUTHERN PINE OR SPRUCE PINE-FIR) WITH A MIN.FIBER STRESS OF 850 P.S.I. THESE PUNS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS BY GREATER LIVING ARCHITECTURE. R403.1.1 PROGRAMMABLE THERMOSTAT.THE THERMOSTAT CONTROLLING THE PRIMARY HEATING AND COOLING BASEMENT/CELLAR WALLS AND FOOTING DESIGNS ASSUMED PARTIALLY SATURATED SOIL CONDITIONS TO TO THE FULL WALL UNLESS NOTED OTHERWISE ANY UNAUTHORIZED REPRODUCTION OR MODIFICATION OF THESE PUNS IS A VIOLATION OF COPYRIGHT LAWS CLIENT SYSTEM SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DEPTH.SHOULD SATURATED CONDITIONS BE ENCOUNTERED,OUR OFFICE SHOULD DE CONTACTED FOR REVIEW AND PLYWOOD CDX,PANEL INDEX ? RIGHTS ARE LIMITED TO ONE-TIME USE FOR THE CONSTRUCTION OF THESE PUNS DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY.THIS THERMOSTAT SHALL INC.THE CAPABILITY TO POSSIBLE REVISIONS TO THE PUNS SET BACK OR TEMP.OPERATE THE SYSTEM TO MAINTAIN ZONE TEMPERATURES DOWN TO 55 DEG OR UP TO 85 DEG.. LVL PSL LSL Fb- 2600 UJ . UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS PLAN 15 A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, THE THERMOSTAT SHALL INITIALLY DE PROGRAMMED BY THE MANF.WITH A HEATING TEMP.SET POINT NO HIGHER THAN CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR PROVIDING PROPER DRAINAGE SHOULD INTERMITTENT SPRINGS OR Fv-285 Ex 105-1.9 � ARTICLE 1 45.SECTION 7209. 70 DEC.t A COOLING TEMP.SET POINT NO LOWER THAN 78 DEG. PERCHED WATER DE ENCOUNTERED. Fc'-750 IT IS THE RESPONSIBILITY OF THE CONTRACTOR BUILDER OR OWNER OF THIS BUILDING TO NOTIFY GREATER LIVING. R403.1.2 HEAT PUMP SUPPLEMENTARY HEAT(MANDATORY).HEAT PUMPS HAVING SUPPLEMENTARY ELECTRIC- POSITIVE DRAINAGE SHALL DE PROVIDED SO THAT FINISHED GRADE SLOPES AWAY FROM PERIMETER WALLS b FOOTINGS MASONRY ASTM C90,GRADE N-1.F.-1350 PSI ARCHITECTURE OF ANY DEVIATION FROM THESE DRAWINGS RESISTANCE HEAT SHALL RAVE CONTROLS THAT,EXCEPT DURING DEFROST,PREVENT SUPPLEMENTAL HEAT OPERATION , Il CONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE BUILDING/ELECTRICAL/MEC14ANICAU WHEN THE HEAT PUMP COMPRESSOR CAN MEET THE HEATING LOAD. CONTINUOUS P DIAM.PERFORATED DRAIN PIPE SHALL DE PLACED ALONG THE PERIMETER OF THE BASEMENT WALLS WHICH MORTAR ASTM C270,TYPE S V SANITARY AND ENERGY CONSERVATION CODES-STATE AND OR LOCAL. R403.3.1 INSULATION(PRESCIPTIVE)SUPPLY&RETURN DUCTS IN ATTICS SHALL DE INSULATED TO A MIN.OF R-6. DRAINS TO THE SUMP PUMP.A MINIMUM OF 6'GRANULAR BASE SHALL DE PLACED OVER THE DRAIN TILE AND MINIMUM OF 2- GROUT Fe-2000 PSI ASTM C476 WITH THE EXCEPTION OF DUCTS OR PORTIONS THEREOF LOCATED COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE. UNDER THE TILE. CONTRACTOR TO BE RESPONSIBLE TO LOUT BUILDING DEPARTMENT AND THAT DEPARTMENT'S INTERPRETATION OF THE - - CONCRETE Fe-2500 PSI MIN.(FOOTINGS BASEMENT SLID) BUILDING CODE SHOULD IT DIFFER FROM THESE PLANS. CONCRETE AND MASONRY FOUNDATION WALLS SHALL DE CONSTRUCTED AS SET FORTH AS PER TABLES ON N-2 FD-3500 PSI MIN.(GARAGE SLID.PORCH SLID,b R403.3.2 SEALING(MANDATORY). DUCTS AIR HANDLERS AND FILTER BOXES SHALL DE SEALED.JOINTS AND SEAMS J POURED FOUNDATION WALLS) 3033 BRIGHTON-HENRIETTA COERACTOR TO BE RESPONSIBLE THAT BRAND NAME OF WINDOWS AND DOORS INSTALLED MEET NEW YORK STATE SHALL COMPLY WITH EITHER THE INTERNATIONAL MECHANICAL CODE OR INTERNATIONAL RESIDENTIAL CODE AS APPLICABLE. J DOLTS ASTM A307,Fy-33 KSI TOWNON E EXIT REQUIREMENTS. R403.3.3 DUCT TESTING(MANDATORY).DUCTS SHALLbE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY ONE OF FIREPLACES ROCHESTER.NY 14623 IN THE EVENT OF ANY DISCREPANCIES BETWEEN PUNS ELEVATIONS AND/OR DETAILS.THE CONTRACTOR/SUB-CONTRACTOR THE FOLLOWING METHODS CALL(585)272-9 170 SHALL CONTACT GREATER LIVING ARCHITECTURE BEFORE CONSTRUCTION FOR CLARIFICATION.IF GREATER LIVING 1.ROUGH IN TEST:TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH ma.(25 Po) DIRECT VENT CAS FIREPLACE UNIT TO DE SELECTED BY OWNER AND INSTALLED ACCORDING TO DESIGN CRITERIA' (ADJACENT COUNTIES STER AREA b FAX:(585)292-1262 ARCHITECTURE IS NOT CONTACTED,THE CONTRACTOR/SUB-CONTRACTOR WILL ASSUME FULL RESPONSIBILITY. ACCROSS THE SYSTEM,INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE IF INSTALLED AT THE TIME OF MANUFACTURER'S SPECIFICATIONS. - THE TEST.ALL REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. W W w.greaterliving.com CONTRACTOR TO TI RESPONSIBLE FOR CONSTRUCTION MEANS METHODS TECHNIQUES SEQUENCES PROCEDURES NEW WOOD-BURNING FIREPLACES SHALL HAVE TRY BUILT FLUE S LISTED OR DOORS AND OUTDOOR COMBUSTION AIR LOCAL JURISDICTION DESIGN CRITERIA MAY VARY AND AND SAFETY PRECATIONY PROGRAMS IN CONNECTION WITH THE WORK. 2 DOSTCONSTUCTION TEST:TOTAL LEAKAGE SHALL DE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH w.g. WHERE USING TIGHT-FITTING DOORS ON FACTORY BUILT FIREPLACES LISTED AND LABELED IN ACCORDANCE WITH UL 127,THE SHALL DE STRICTLY ADHERED TO (25 Po)ACCROSS THE SYSTEM,INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE.ALL REGISTERS SHALL DOORS SHALL DE TESTED AND LISTED FOR THE FIREPLACE WHERE USING TIGHT FITTING DOORS ON MASONRY FIREPLACES THE I ST AND 2ND FLOOR 40 P.S.F. THESE DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS-USE DIMENSIONS GIVEN. DE TAPED OR OTHERWISE SEALED DURING THE TEST. DOORS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 907. LIVING AREA UVE LOAD REVISIONS: THE CONTRACTOR/OWNER SHALL REQUEST LOCATION OF ALL UTILITIES PRIOR TO ANY DIGGING. R403.3.5 BUILDING CAVITIES(MANDATORY).BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS FRAMING - SLEEPING AND ATTIC 30 P.S.F. DATE BY DESCRIPTION THE CONTRACTOR SHALL INDEMNIFY THE OWNER AND OWNER'S AGENTS THROUGH ADEQUATE INSURANCE COVERAGE AGAINST R403.4 MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS ABOVE 105 DEGREES F OR BELOW 55 DEGREES F AREA JIVE LOAD I I/17 CDR 2015 IRC UPDATE ANY CLAIMS ARISING FROM INJURIES DURING CONSTRUCTION,OR FAILURE TO MAINTAIN SAFE CONDITIONS ON THE SITE. SHALL DE INSULATED TO A MINIMUM OF R-3. WOOD ROOF TRUSSES ARE TO BE METAL PLATE CONNECTED WOOD CHORD,WOOD WED TRUSSES TRUSS LAYOUT IS FLOOR DEAD LOAD 15 P.SF. THESE DRAWINGS HAVE BEEN PREPARED FOR STUCTUPAL REFERENCE ONLY.ELECTRICAL MECHANICAL AND OTHER BUILDING R403.5.1 HEATED WATER CIRCULATION b TEMPERATURE MAINTENANCE SYSTEMS(MANDATORY). SCHEMATIC ONLY.TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR THE DESIGN ONCLUDING SPACING)OF ALL TRUSSES GROUND SNOW LOAD 40 P.SF. SYSTEMS IF REQUIRED,ARE TO BE DONE BY OTHERS HEATED WATER CIRCULATION SYSTEMS SHALL DE IN ACCORDANCE WITH SECTION R403.5.1.1.HEAT TRACE TEMPERATURE TRUSSES TO BE DESIGNED AND CERTIFIED BY AN ENGINEER LICENSED IN THE GOVERNING STATE. ROOF DEAD LOAD 10 P.SF. MAINTENANCE SYSTEMS SHALL DE IN ACCORDANCE WITH SECTION R403.5.1.2 AUTOMATIC CONTROLS.TEMPERATURE PROVIDE ALL TEMPORARY BRACING AND SHORING TO AVOID EXCESSIVE STRESSES AND HOLD STRUCTURAL ELEMENTS IN R806.2 MINIMUM VENT AREA.THE MINIMUM NET FREE VENTILATION AREA SHALL BE ljb OF THE AREA OF THE VENTED SPACE SENSORS b PUMPS SHALL DE ACCESSIBLE MANUAL CONTROLS SHALL BE READILY ACCESSIBLE. ALLOWABLE SOIL DEARING 2500 P.S.F.AT MINIMUM PUCE DURING CONSTRUCTION, ALLOWABLE BELOW FINISHED GRADE ENERGY EFFICIENCY: R403.5.3 HOT WATER PIPE INSULATION(PRESCRIPTIVE).INSULATION FOR HOT WATER PIPE WITH A MIN.R-3 SHALL BE UNDER ALL CONCEALED WOOD DEARING POSTS PROVIDE ADDITIONAL WOOD BLOCKING AS REQUIRED IN FLOOR JOIST SPACE WIND SPEED - 115 MPH,EXPOSURE D APPLIED TO THE FOLLOWING: UNDER POST.TO ENSURE SOLID REARING FROM HEADER OR BEAM DOWN TO FOUNDATION WALL R401.3 CERTIFICATE(MANDATORY)A PERMANENT CERTIFICATE COMPLETED BY OUR FIRM AND INCLUDED I.PIPING 3/4'AND LARGER IN NOMINAL DIAMETER. SEISMIC DESIGN CATEGORY D A THE LAST PAGE OF THE RESCHECK SHALL.DE POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED, 2 PIPING SERVING MORE THAN ONE DWELLING UNIT. ALL WINDOWS AND DOORS ARE TO BE FRAMED WITH MINIMUM 3-2%6 OR 2-2X8 HEADER UNLESS NOTED OTHERWISE. CLIENT/LOCATION: S 3.PIPING LOCATED OUTSIDE THE CONDITIONED SPACE WEATHERING SEVERE A UTILITY ROOM OR AN APPROVED LOCATION INSIDE THE BUILDING. 4.PIPING FROM THE WATER HEATER TO A DISTRIBUTION MANIFOLD. BUILDER ASSUMES FULL RESPONSIBILITY FOR MAINTAINING THE STRUCTURAL INTEGRITY OF JOISTS BEAMS OR STUDS WHICH' FROST LINE DEPTH 42 INCHES 5.PIPING LOCATED UNDER A FLOOR SLID. ARE NOTCHED OR DRILLED TO ACCOMMODATE MECHANICAL OR ELECTRICAL LINES.SEE DETAILS ON PG N-I FOR _ R402.2.1 ATTIC ACCESS SHALL DE INSULATED WITH THE SAME R-VALUE AS THE ATTIC,WEATHER STRIPPED b LATCHED 6.BURIED IN PIPING. ALLOWABLE DRILLING LOCATION ON BEAMS AND JOISTS. TERMITE DAMAGE SLIGHT TO MODERATE R402.4 AIR LEAKAGE THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN R403.6 MECHANICAL VENTILATION(MANDATORY).THE BUILDING SHALL BE PROVIDED ALL STRESS GRADE LUMBER CONSTRUCTION SHALL COMPLY WITH AITC TIMBER CONSTRUCTION STANDARDS LATEST EDITION. DECAY DAMAGE NONE TO SLIGHT - i- FV' '//✓�f ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R402.4.2 THROUGH R402.4.4. WITH VENTILATION THAT MEETS THE REQUIREMENTS OF THE IRC OR IMC,AS APPLICABLE. EACH PIECE SHALL BEAR THE STAMP OF A GRADING RULES AGENCY,APPROVED BY THE AMERICAN LUMBER STANDARDSrl OR WITH OTHER APPROVED MEANS OF VENTILATION.OUTDOOR AIR INTAKES AND EXHAUSTS COMMITTEE.GRADE LOSS RESULTING FROM EFFECTS OF WEATHER.HANDLING,STORAGE,RESAWING,OR DIVIDING LENGTHS WINTER DESIGN TEMPERATURE I DEGREE R402.4.1 BUILDING THERMAL ENVELOPE.THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH SECTIONS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION WILL DE CAUSE FOR REJECTION. ICE SHEILD UNDERLAYMENT REQUIRED 24'INSIDE OF R402.4.2.2 AND R402.4.1.2.THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL SYSTEM IS NOT OPERATING EXTERIOR WALL LINE EXPANSION AND CONTRACTION. R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY. FLOOD HAZARD FIRM-2008 R402.4.1.1 INSTALLATION.THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE AS LISTED IN TABLE 402.4.1.1 MECHANICAL VENTILATION SYSTEM FANS SHALL MEET THE EFFICACY REQUIREMENTS OF , SHALL DE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND,THE CRITERIA LISTED IN TABLE TABLE R403.6.1. ROOF TIE DOWN REQUIREMENTS R802.1 1,E RASED UPON SPECIFIC BUILDER: D SIGN R402.4.1.1.AS APPLICABLE TO THE METHOD OF CONSTRUCTION.WHERE REQUIRED BY THE CODE OFFICIAL AN R403.7 EQUIPMENT SIZING b EFFICIENCY RATING(MANDATORY).HEATING b COOLING EQUIPMENT SHALL.DE STAIRWAY GUARD REQUIREMENTS: ROOF_ � 1 APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE.SEE PAGE N-2 FOR TABLE. SIZED IN ACCORDANCE W/ACCA MANUAL S BASED ON BUILDING LOADS CALCULATED IN ACCORDANCE W/ACCA !/� MANUAL J OR OTHER APPROVED HEATING b COOLING CALCULATION METHODOLOGIES.NEW OR REPLACEMENT GUARDS SHALL BE LOCATED ALONG AN OPEN SIDED WALKING SURFACE,THAT ARE LOCATED MORE THAN 30 INCHES TRUSS IDENTIFICATION . R402.4.1.2 TESTING.THE BUILDING OR DWELLING UNIT SHALL DE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE HEATING b COOLING EQUIPMENT SHALL RAVE A EFFICIENCY RATING EQUAL TO OR GREATER THAN THE MINIMUM MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES HORIZONTALLY TO THE EDGE RATE NOT EXCEEDING FIVE AIR CHANGES PER HOUR IN CLIMATE ZONES i AND 2 AND THREE AIR CHANGES PER HOUR IN REQUIRED BY FEDERAL LAW FOR THE GEOGRAPHIC LOCATION WHERE THE EQUIPMENT 15 INSTALLED. OF(HE OPEN SIDE.AS PER SECTION 312.1.1 OF THE 2015 IRC. CLIMATE ZONES 3 THROUGH 8.TESTING SHALL DE CONDUCTED IN ACCORDANCE WITH ASTM E 779 OR ASTM E 1827 - IDENTIFICATION OF FLOOR AND ROOF TRUSS CONSTRUCTION SHALL BE PROVIDED DY AND REPORTED AT A PRESSURE OF 0.2 INCH W.G.(50 PASCALS).WHERE REQUIRED by THE CODE OFFICIAL TESTING R404.1 LIGHTING EQUIPMENT C MANDATORY)A MINIMUM OF 75%OF THE LAMPS IN PERMANENTLY INSTALLED REQUIRED GUARDS SHALL NOT DE LESS THAN 36 INCHES IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SIGN OR SYMBOL b SHALL DE AFFIXED TO THE EXTERIOR WALL OF THE RESIDENTIAL SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY.A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL DE LIGHTING FIXTURES SHALL DE HIGH-EFFICACY LAMPS L SURFACE AS PER SECTION 312.1.2 OF THE 2015 IRC. STRUCTURE IN COMPLIANCE WITH 19 NYCRR PART 1265.RESIDENTIAL STRUCTURES WITH TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR SIGNED BY THE PARTY CONDUCTING THE REST AND PROVIDED TO THE CODE OFFICIAL.TESTING SHALL DE PERFORMED SITE WORK GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES,AS PER SECTION 312.1.2 OF THE TIMBER CONSTRUCTION. AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. 20I5 IRC. COVER PAGE 4' DURING TESTING • 6'DIAMETER TYPE V WOOD FRAME CONSTRUCTION BASED THESE PUNS HAVE BEEN PREPARED ACCORDING TO THE 201.5 IRC AND IECC REQUIREMENTS TO SUIT A('.ENFPAI.RANGE WHERE THE,TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF THE STAIRS THE TOP OF THE GUARD SHALL DF I.EXTERIOR WINDOW.`,AND DOORS RtPPIN OR AND STOVE DOORS SHALL DE CLOSED,BUT NOT SEALED, OF CONDITIONS THAT MAY BE AFFECTED BY A PARTICULAR BUILDING SITE OR BUILDER/OWNER CONTRACTUAL NO LOESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES AS PER SECTION 312.1.2 OF THE 2015 IRC. ON SECTION 602 OF THE 2015 IBC BEYOND THE INTENDED WEATHERSTRIPPING OR OTHER INFILTRATION CONTROL MEASURES AGREEMENT.CONTRACTOR TO DE RESPONSIBLE TO ADAPT THESE PLANS TO SUIT THE NEEDS OF THE BUILDING ON SITE AS REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW REFLECTIVE RED drawn: Checked: 2.DAMPERS INCLUDING EXHAUST,INTAKE.MAKEUP AIR DACKDRAFT AND FLUE DAMPERS SHALL BE CLOSED,BUT REQUIRED.PROVIDED THAT SUCH ADJUSTMENTS DO NOT VIOLATE THE CODE OR ALTER THE STRUCTURAL INTEGRITY OF THE THE PASSAGE OF A SPHERE 4 INCHES IN DIAMETER.AS PER SECTION 312.1.3 OF THE 2015 IRC. PANTONE(PMS)•167 NOT SEALED BEYOND INTENDED INFILTRATION CONTROL MEASURES. BUILDING. CDK AMM 3.INTERIOR DOORS IF INSTALLED AT THE TIME OF THE TEST,SHALL DE OPEN. CONTRACTOR/OWNER SHALL PERFORM EXPLORATORY EXCAVATION TO DETERMINE ACTUAL FIELD CONDITIONS AND GARAGE FIREPROOFING REFLECTIVE WHITE Scale: date: NOTIFY THIS OFFICE OF THE FINDINGS TO ALLOW FOR DESIGN CHANGES PRIOR TO ACTUAL CONSTRUCTION.IT SHALL 4.EXTERIOR DOORS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT RECOVERY VENTILATORS SHALL BE DE THE RESPONSIBILITY OF THE CONTRACTOR/OWNER TO DEVELOP THE NECESSARY FOUNDATION SOIL TO SUSTAIN THE - 7 MIN. AS NOTED 9/14 CLOSED AND SEALED. LOAD DESIGNS OF 2500 P.S.F.AND TO HIRE,IF NECESSARY,A SOILS ENGINEER TO INSPECT AND VERIFY SOIL CONDITIONS 3/4 HOUR FIRE RESISTANCE RATING REQUIRED BETWEEN HOUSE b GARAGE CAN BE ACHIEVED WITH ONE LAYER 5/8'TYPE X 5.HEATING AND COOLING SYSTEMS IF INSTALLED AT THE TIME OF REST,SHALL BE TURNED OFF. PRIOR TO POURING OF FOUNDATIONS. DRYWALL ON GARAGE SIDE AND ONE LAYER 1/2'TYPE X DRYWALL ON THE HOUSE SIDE PROJECT: sheet: 6.SUPPLY AND RETURN REGISTERS IF INSTALLED AT THE TIME OF REST,SHALL DE FULLY OPEN. THE CONTRACTOR,BUILDER OR OWNER SHALL NOTIFY GREATER LIVING ARCHITECTURE OF ANY UNUSUAL SITE CONDITIONS - 1/2'STROKE 1/4' - WHICH MAY EFFECT THE FOUNDATION.DRAINAGE OR STRUCTURAL MEMBERS INCLUDING REQUIREMENTS FOR ADDITIONAL IF HORTOFF 5/8`TYPOENXTDRYWALL ON THE CERUCTION IS USED EIILING I SEPAS`REQU RED.WHERE THE HTE THE GARAGE FROM ORIZONTAL CONSTRUCTION S AIVING AREA OR BONUS AREAS B FLOOR-CEIVE THEN LLING DESIGNATION FOR STRUCTURAL NE I.p FLOOR FRAMING,INC. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERM R102.LIM RECESSED LIGHTING. E L N. AL ENVELOPE SHALL DE DEPTH OF FOOTINGS,UNSTABLE SOIL CONDITIONS AND HIGH GROUND WATER TABLE. GIRDERS b REAMS SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES.THEY SHALL DE SEALED WITH A ASSEMBLY.THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO PROTECTED BY 5/8'TYVE%DRYWALL COMPONENTS THAT ARE OF 152 10 F C� , GASKET OR CAULK BETWEEN THE HOUSING AND THE INTERIOR WALL OR CEILING COVERING.THEY SHALL ALSO DE NO SITE INSPECTIONS ARE TO DE MADE BY THIS OFFICE.CONTRACTOR TO DE RESPONSIBLE FOR MATERIALS AND TRUSS CONSTRUCTION 'R' ROOF FRAMING IC-RATED AND LABELED WITH AN AIR LEAKAGE RATE NOT MORE THAN 2.0 CFM. WORKMANSHIP.SUBSTITUTIONS FOR MATERIALS SPECIFIED TO DE MADE WITH THE PERMISSION OF THE LOCAL BUILDING DEPT. -FR' FLOOR b ROOF FRAMING COPYRIGHT NOTICE: THESE PLANS ARE PROTECTED UNDER FEDERAL TABLE M1501) COPYRIGHT LAWS EY GREATER UVINC MECHANICAL CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION ARCHITECTURE,ANY UNAUTHORIZED SYSTEM AIRFLOW RATE REQUIREMENTS REPRODUCTION OR MODIFICATION OF THESE PLANS CLIENTS ARTS ME LIMITED OF COPYRIGHT LAWS. DWELLING UNIT NUMBER OF BEDROOMS CLIENT RIGHTS ARE UNITED F TONE-TIME USE FLOOR AREA 0-I 2-3 3-1 5-6 >7 iq-Or FOR THE CONSTRUCTION OF THESE PLANS (Rpuara f¢a0 AIRFLOW IN CFM - 12 8 UNNAUTHOTO NIS UN IDS ALTERATIONS OR OF ADDITIONS < HE 1.500 30 45 60 75 90 : NEW YORK STATE EDUCATION UW. 1.501-3,000 45 60 75 90 105 ARTICLE 'SECTION 1: .001-4,500 60 75 90 105 120 - COPYIIGNT®ALL RIGHT RESERVED 4.301-6,000 75 90 105 120 135 GREA A CNITECNRE P.C. 6.001-7,500 90 105 120 135 150 >7,SOD 105 1 120 135 150 165 12— 12 FOR SI:I q,ore foot-0.0929 m2.1 cubic foot per mIn-0.0004719 m3/, IC ® I ASDHAIT SHINGLES is TABLE M1507.3.3(2) 182 AS SELECTED OVL INTERMITTENT WHOLE-HOUSE MECARANICAL VENTILATION RATE FACTORS°'b FLASHING RUN-TIME PERCENTAGE 20'X 2W DECORATIVE IN EA.4-HOUR SEGMENT 25% 33x 50x 66x 75% I OOx OVAL VENT(IYP.) 2 FACTOR° 1 3 2 1.5 1.3 I.0 I0 12 X20N IXB p.For vannlOnon gstam run nma vduas belmaan those 9lvanM¢boors are RAKE ISIS. VENTED SOFFITS p¢miNed to be des.-Inad by Intarpdotlon. b.EKNapdpNon beyond the table Is prohibited. I X6 FRIEZE BD. PIP FP p FP a FD FP V NPANEL SHUTTE RS p . 3.4r O — 1 E © 12_ E VINYL SIDING RETURN 8 6 LLj8 6 p 0 4 B 8 6 AS SELECTED - 10/12 PITCH ROOF RETURNS 12 4 Z aD T2 IX8 HEAD TRIM W/ 12 'Z CROWN KEYB OCKLD'G.G O ® ®� ❑ ❑ ®� ®� Q7 ;U EL1T. J i`/ LU VENTED SOFNrs 8 6 T I X6 TRIM BD. AS MLETCTEDwLES ® ® VIX'TE C0. L ■ ■ —lam Ix ASSUMED _ _ _ _ _ _ 3/0 _ _ _ { ..0 YVYL SIDING GRADE - - --- - - AS dl 16/0 X 8/0 O.H.DOOR LL 1 z Roe 4'REINF.CONIC GUARD RAIL AS ENTRY DOOR SYSTEM CULTURED STONE e•X 9' RETURNS Tx SLAB REQ'D BY CODE AS SELECTED VENEER HALFWALL COLUMN ,•`u HNc AS SEL'D. I I 1 I I I I I I I I Y COXC.YAD ppEIr6.LONG I , I I —GRADE SYD I I l_______________ 1 GUARD"I I REOR DY CODE I= �"OH Rao FRONT ELEVATION 3033 BRIGHTON-HENRIEfTA 0 TOWNLINE RD STEP FooTER.0 - SCALE: 1/4'- 1'-0' ROCHESTER,NY 14623 'pro-DO°"�`�iO - FIRST FLOOR LIVING AREA - I I22 SQ.FT. CALI:(585)272-9I70 ® s I , FAX:(585)292-1262 WE SEE DEu_ SECOND FLOOR LIVING AREA - 1026 SQ.FT, ------ ---., TOTAL LIVING AREA - 2148 SQ.FT. www.greaterllving.com ----------------- ------- "------------------------------J--T _ -----"'------------------ TOTAL CONDITIONED VOLUME - 29,796 CU.FT. RIGHT ELEVATION --- ___________ __ REVISIONS: L___________________ DATE DY DESCRIPTION SCALE:3/16'-I'_(r 11/17 CDK 20151RC UPDATE 1x WINDOWS: ANDERSEN 2000R EQUAL 2 U-FACTOR_—_ 0.30 �p SNGC._._.—. 0.32 R,V.E 5D. DOORS: SELECTION BY OWNER AIR INFILTRATION RATE FOR WINDOWS, D� DOORS TO BE NO MORE THSKYLIGHTAN 0.3 W f.i SWING DOORS NO u NYLEECTET)GEES R 02.4.3 OF RE 20155IECC S PER SECT. CLIENT/LOCATION: Io WINDOW/DOOR LEGEND: is © -MEETS OR EXCEEDS EGRESS REQUIREMENTS 10� -CLEAR OPENING AREA OF 5.7 SQ.FT. A> r"ESImIaES VENTED SOFFITS • _CLEAR OPENING WIDTH OF 20' ® [a] __ CLEAR OPENING HEIGHT OF 24' _�D—•_•• �.. FusRwG__ __ 13> FUSxwG. __ O -UNIT REQUIRES SAFETY GLAZING RRCOPERABLE �— x x OW12MOF R t y.P FP-SPECIFIESTHATTHI5OPERABLEWINDOW BUILDER: p _ REmRNs UNIT REQUIRES FACTORY APPLIED FALL PROTECTION DER SECT.R3I2.2 Of 201 S IRC ' GENERAL NOTES: ® NOTED OTHERWISE Iml ALL RAKES G OVERHANGS ARE 12 TO DE 1'-O'UNLESS - BUILDER TO PROVIDE ROOF OR RIDGE VENTS AS PER CODE-THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE ELEVATIONS o.cONC. AREA OF THE VENTED SPACE(SECT.RD06.2) suDl cRAce CONTRACTOR TO CONTACT THIS OFFICE PRIOR 7 E ICTED ISII ACC IF THE ASV IMF.O ILL A. _ T CL LAN c_ AP 14fS _ -- - DEPICTED IS INACCURATE AND/OR WILL ALTER THE DESIGN AND/OR STRUCTURE NOTED. U .- xOI'S XLI xCas LSN drawn: checked: '•'"`C.N. ECHANICAL VENTILATION RATE: STUD I I ' I , I �T I ' CDK AMM --------------------,� THIS I AS DESIGNED REQUIRES(MIN)I CONTINUOUSLY SCOT¢: date; RUN EXHAUST FAN CAPABLE OF(MIN)75 c.l.m.WITH A AS NOTED 9/14 MANUAL SWITCH AS PER M 1507. SECTION I507.3 OF 2015 IRC I ___________J __________________I� ------ ------- —_______________ti - (SEE TADlF3 M1507.3.1(I)6 M1507.3.3(2)PG I) PROJECT: sheet: _______________________________________� STEP FMTERN LEFT ELEVATION "MyONUNy°R�T° -__ r SOu%EoTM;o REAR ELEVATION 15210E SCALE:3/IW-1'-T �____ ----- J SCALE:3116'_I'40' 4 COPYRIGHT NOTICE: _ THESE PLANS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS BY GREATER LIVING ARCHITECTURE.ANY UNAUTHORIZED REPRODUCTION OR MODIFICATION OF THESE PLANS IS A VIOLATION OF COPYRIGHT LAWS CLIENT RIGHTS ARE LIMITED TO ONE-TIME USE • FOR THE CONSTRUCTION OF THESE PLANS TRUSS EAVE UNAUTHORIZED ALTERATIONS OR ADDITIONS To Tws PLAN Is n vloLAnoN of THE CONSTRUCTION NEW VOR STATE EDUCATION LAW, 1 12 ARTICLE 45.SECTION 7209 ASPHALT SHINGLES OW 150 FELT ON a 67'- - COPYRIGHT®AIL RIGHTS DESERVED ITVARIES 5/8'EXTERIOR SHEATHING OR 7/16' o SHEATHING WITH CLIPS 62'4O' GREATER UVING ARCHITECTURE.PC S'-a PRE-ENGINEERED ROOF TRUSSES o 24.O.C. 15'-8- 46'-4- DESIGNED DY OTHERS-SECURE TO 2 V-1• 12'-0• T Y-3' TOP PLATE W/SIMPSON 144 HURRICANE TIES OR SDWC 15600 TRUSS SCREW OR EQUAL 13'-W 8--1 1- 2'-2• 4'-B' 2'-2• 7'-5• 7'-4- ICE PROTECTION TO EXTEND FROM THE EAVE'S EDGE TO A POINT AT LEAST 2C INSIDE THE EXTERIOR WALL LINE OF THE BUILDING INSULATION BAFFLE MINIMUM I-AIRSPACE Y VENTS R-38 CEILING INSULATION I I I 8•THICK/9'-0•HIGH I I POURED CONC.WALL ON 18'x 8'FTG. - I I I (z)2x6 Tov PlATEs FILL - ALUMINUM CURER ON - • ` ( \. 2X6 FASCIA BOARD WITH VENTED SOFFITS § I 2X6 STUDS AT 16.O.C. - • R-21 DATT INSULATION I/2•DRYWALL W/VAPOR BARRIER 1 STEP FOOTER AS 8-THICK/9'4r HIGH ' 1 REQUIRED BY GRADE TO - W SEE 6M-I FOR POURED CONC.WALL REST ON UNDISTURBED POURED WALL IUMD -ON I IS'X WFTG. 1 --------� 1 SOIL SEE DETAIL I9M-1 SEE4/N-i FOR FTC.DETAIL I -- - -- 1 POURED WALL -� 7' I �l f`„-{> _ _ I WALK OUT DETAIL -',—, 3/8'O.SD.SUDFLOOR , / ------- --------- SECOND FLOOR -------------------------- 2cxs snsH , « 2CIr5SASH GLUED AND NAILED - -- -- U --------------- ----- ------ r---------------------^------------ ---llT wB• 1 srL BM. -------- — -------� I � e 16'O.C.FLOOR JOISTS HOLD FRAME WALL ABN. � BACK T ON FOUND.THICK/4'-0•HIGHI I III III III I - POURED CONC.WALL DVL F.J.'S LMDER ONIB'x8•FrG. I SUNDABOVE BASEMENT ❑TO W 2X 10 BAND JOIST Ul/R-21 INSULATION I j D , b b lOC1ATION IIIFY FINAL III 3 1/2'CONC.BOOR 0 a III _ _- __` r� ' . - OVER VAPOR BARRIER 1 . I I I I a THICK/7-M HIGH O z -H�' III ON GRAVEL BASE e 1 POURED CONC WALL r R •„ F> a - i s ' (2)2X6 TOP PLATES ' 4-LEDGE I ON 20'X 8'FrG o _ III1IIZ. 141CH EFF.FURN i TANK ` § - - ' TO BE SIZED 6 LOCATED x o `; ' I - - DV NVAC CONTRACTOR I I I �I`1 § ui 2X6STUDS AT I6PO.C. e _-_ -_J R-21 BATT INSULATION „, ••, 6'-IO 3'-6' la-O I I'-a'"- --__=-_i I/2DRYWALL _ W/VAPOR BARRIER I 15'-8• 8'Q r - c -_ HW TURN 6 TURN L AN7 W L IS 18s r _ V MIN. ♦ /� ' O.N.W/R-30 V 1 I 1 I STL DM. �J , I ✓. FIRST FLOOR ; 1 4 1 W8•%18.STLISM. n , I --^-------- - '----- ----- ' 2X4 FRAME WALL ` ' r 3033 BRIGHTON-HENRIETTA I I 3'OD.ADJUSTABLE , TOWNLINE RD 5/B'0.5D.SUBROOR , AT STAIRS W/ ( IIII ___ GLUED AND NAILED 3/8'EXT.PLYWD.OR7/1110.S.B.W/ UNEXCAVATED HANDRAIL (, ( „„ II X 30'X 12*CONNON r-- i U 30'%3a%I?CONC.FT'G. ' ROCHESTER NY 14623 House WRAP = d IIII <4 LOCATIONS) CALLA585)272-9170 2%10 BOOR JOISTS SIDING AS SELECTED ATTACHED { - f e 16'O.C. AS PER 2015 IRC I a'THICK/7-0•HIGH— FAX:(585)292-1262 P OURED CONC,WALL e c II I�DOUBLE F.JSrS UNDER - I _ PARALLEL PARTITION WALLS ON 2a%e'FTG CROCK ,� SEE DETAIL I2/N-I - I e WWW.g1201¢r11VIng.COm I j I (LOCATION r o S I I D 2X 10 BAND JOIST W/R-21 INSULATION MAY VARY) REVISIONS: /%///^�''�'"�' _ HOLD FRAME WALL AD'V. I 2•LEDGE 4'LEDGE �O _____DOUBLER ONGS__ ___ IIII O' III____N -- -- BACK 2*ON FOUND. _______ _____ J j „ DATE) CDK 2D I5 IRC UPDATE )s 2X6 PRESSURE TREATED SILL PLATE WITH 1 _ ' SILL SEALER 6 1/2'DIAM./lLa LONG NON- I V CORROSIVE ANCHOR BOLTS a 72.O.C. j \ i AS PER SECT R403.1.62015IRC r_____________________ _____ J •'ll�' FINISHED GRADE 8'THICK/4'1T HIGH POURED CONC.WALL 7 LEDGE _______________ ESTABLISHED BY BUILDER �_ ____ __________________________ 3• _ I ON IB'X 8-FTG. p LLII• ° I IIII-III III-III-III- IRTHICK/ff-0•HIG HOLD FRAME WALL AB'V. HOLD FRAME WALL AB'V. Ia THICK/7-O•HIGH BACK T ON FOUND, oO BACK C ON FOUND. ONURED CONC.2V 8'FTGW�POURED C ILL GOING.WALL I I 3 nu .• II_III. ON 20'x 8'FrC, HIII-' - 1 `-----------------'- ---------------------------------------------------- -------- HIM 1 WAL n HIGH 8•THICK POURED CONCRETE R-II INSULATION 11 III- WALL REINFORCED TO COMRY WITH THE --------------------- ---------------------i r_ _________J _____________._______________________________________ FULL HEIGHT UP TO A 2015 IRC(SEE PG.N-2 FOR CHARTS) - II.• =III= 1a-0"MAxIMUM xcT n II_ L______________________________ ___________ � CLIENT/LOCATION: D- H (2).4 BARS AROUND ALL WINDOW M.O.FOR 1&/0 O.H.DOOR NI^'• _ OPENINGS.AND SUCH BARS SHALL 8'THICK/7-7 HIGH it -III: EXTEND AT(FAST 24'BEYOND THE POURED GONG.WALL B'THICK/ff-O'HIGH II - III— CORNERS OF OPENINGS ON I %e•FPG. POURED CONC.WALL ON 18•X 8•FrG. . 4'-0• 16'4' 4'a BASEMENT/ 29'4- 16'X WCONCRETE Ij .IIII IIM FOUNDATION 23'-8' 38-4- ' W/(2)s5 REDAR 62'-0' 9'-a CONTINUOUS- I''° I I=I I: - H 'DELTA MS'OR FQ.O/TAR COAT SEE DETAIL ENCASE, I FOR -p 67 P CONCRETE-ENCASED BUILDER: ELECTRODE DETAIL FILTER MEMBRANE ABOVE COVER OR BASEMENT� & FOUNDATION PLAN I •• II=III: wRAPPEDARouxDDRAINwvE FRAMING LEGEND: EXPANSION JOINT 3. III= WINDOW/DOOR LEGEND: 31/T CONCRETE SLAB III SCALE: I/4'- 1'-0' 6 MIL VAPOR BARRIER O/ — III_ -m -PROVIDE SOLID POSTING-GLUED t NAILED. ® -MEETS OR EXCEEDS EGRESS REQUIREMENTS 4'GRAVEL ll RCNY SECT.R40S.I EXCEPTION EQUAL TO THE a OF HEADERS TO BE -CLEAR OPENING AREA OF 5.7 SQ.FT. C' II -� I- i ---- SUDDORTED-UNLESS NOTED OTHERWISE NOTES:CONTRACTOR TO CONTACT THIS OFFICE PRIOR TO CONSTRUCTION IF THE ASSUMED GRADE DEPICTED -CLEAR OPENING WIDTH OF 2a . II• A DRAINAGE SYSTEM IS NOT REQ'D. IS INACCURATE AND/OR WILL ALTER THE FOUNDATION DESIGN AND/OR STRUCTURE NOTED -CLEAR OPENING HEIGHT OF 2C -DROPPED HEADER ALL WINDOW R.O.HGT'S TO BE 6'-10 1/2'U.N.O.II WHEN THE FOUNDATION IS - PER SECT.R310.1 OF 2015 IRC I' INSTALLED ON A WELL PROVIDE SOLID MOCKING UNDER ALL BEARING POINTS DOWN TO FOUNDATION WALL n ____ -FLusHHEADER FOUNDATION PLAN GROUND OR SAND-GRAVEL MIXTURE ---- PROVIDE DB'L JACK STUDS EA.SIDE OF LOAD BEARING OPENINGS>/-4'-a � -SPECIFIES THAT THIS FIXED OR OPERABLE SOILS ACCORDING TO THE UNIFIED 0 _2X4 STUDS 0 16'O.C. ALL ANGLES TO BE 45 DEG.V.N.O. UNIT REQUIRES SAFETY GLAZING - •II SOIL CLASSIFICATION SYSTEM.GROUP I ALL EXTERIOR WINDOW K DOOR HEADERS TO HAVE MIN.R-5 INSUL.8 TO DE MIN.(2)2%8'S OR(3)2X6'5(U.N.O.) PER SECT.R308.4 OF 2015 IRC 50IL3.AS DETAILED IN TAME R41M.1. --O.C. ALL APPLIANCES SHOWN TO BE BY OWNER OR AS PER CONMACT BY BUILDER GLA PLAN 2148 YX6 STUDS a 16' C SMOKE(SD)8 CARBON MONOXIDE(CO)DETECTORS SHALL DE INSTALLED AS PER SECT.R314 OF 20I5 IRC ®-SPECIFIES THAT THIS OPERABLE WINDOW (SEE PG.N-2) UNIT REQUIRES FACTORY APPLIED FALL PROTECTION 4'BUM.DERF.PIPES CONNECT 12'MIN. REINFORCE FOUNDATION WALLS AS PER TAIL IRC.SEE PG.N-2 FOR REINFORCING CHARTS PER SECT,R3122 OF 2015 IRC drawn: checked:. Ulf6'BUM.D.V.C.PIPE K SEE CONCRETE-ENCASED ELECTRODE DETAIL 20M-I SLEEVE THRU FrG CDK AMM scale: date: AS NOTED 9/14 TYPICAL WALL SECTION PROJECT: Sheet: SCALE: I'- I'-0• 15210 F 4 COPYRIGHT NOTICE: THESE PLANS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS BY GREATER LIVING ARCHITECTURE.ANY UNAUTHORIZED REPRODUCTION OR MODIFICATION OF THESE PUNS IS A VIOLATION OF COPYRIGHT LAWS. CUE M RIGHTS ARE UMITED TO ONE-TIME USE ' FOR THE CONSTRUCTION OF THESE PUNS UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS PUN IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW- ARTICLE 145.SECTION 72M COPYRIGHT 0 ALL RIGHTS RESERVED GREATER LIVING ARCHITECTURE.P.C. 4'CONC.SLAB REINF.W/ PATIO 6'X6'10/10 W.W.M.(OVER - VAPOR BARRIER IF REQ'D. 67 0 BY INSPECTOR) 62-(r S O 16'-M 46•-(r 2a-9' 17-0' 13'-3• 22'-6• - a'-6' 15.4r . 8'-8• 3'-4• i0'-6' 4'-6' 6 5'-10` 6 7•-10' 4'-4• 2'47 1, 4'-6' 21-1 7'-4- 6 7'-8' ISPD 3161 I Al 2036 2036 C23 FP • 2456 3 111— 1 "" % CL TUD 11 lOO u L(3}I 3/4'X9 n 3-2%10'S z .. n O n I D.W. c I/4'FLU -E LL1 LVLSry CAUN PWD. KITCHEN ° oR LiTo g STORAGE m $ ® m svoTNERSO�b F BRK'FST. bo n a - 2/8PKT o 7o ac o; FAMI�YttRM. ® x § h g - U FACE OF WALL 7 • p_p• y_q• ) Sd X 2d W J ISLAND c I 36•DIRECT VENTb § Lu b LUMBING _ xc �l GAS FIREPLACE 9 SELE a - . 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I a d CONIC SIAD COLUM� j j b REVISIONS. J I I L ___________ _ I 1 W I 4 (2)2x 12•S FULL LENGTH OF WALL DATE IPIION I �✓+ I I ---- --3-2XI7S---- ------- --------- ------ - 3-2X 12'S h II/17 CDK 2013 IRC UPDATE ,..,,.,,,,,i..,..,,,,,a. I i e L 16/0 X 8/0 O.H.DOOR I 5 S I RID E I' CULTURED STONE VENEER 14ALFWALL AS SK'D., I I 2%6 RAFTERS 16.O.C. 12'-Z' I2'-2- 13'-10' 7-W 14'-2- 5'-0' I o •B•stue TRussE i z+'-r 1 +7-a•(PORCH) CLIENT/LOCATION: I e 2d O.C. J FA, 1 X_10' 6'-0' 7-Y 7-Y 6'40' 3'-10' 6 VO R 7-4' I9'-2- VTR4_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 024O.0 - - - - - - - 2 6 S _� 24� 3B O 11 Lll J 62'-V S'-Q 67•-0 WINDOW/DOOR LEGEND: ROOF PLAN FRAMING LEGEND: FIRST FLOOR PLAN 1122 SO.FT. BUILDER: E❑ -MEETS OR EXCEEDS EGRESS REQUIREMENTS SCALE:1/8'-1•40' .CZEM -PROVIDE SOLID POSTING-GLUED B NAILED, SCALE: 1/4•- 1'-0' -CLEAR OPENING AREA OF 5.7 SQ.FT. EQUAL TO THE s OF HEADERS TO DE -CLEAR OPENING WIDTH OF 20' SUPPORTED-UNLESS NOTED OTHERWISE FIRST FLOOR PLATE HG7 TO BE 7-I I/8'(UNLESS NOTED OTHERWISE) -CLEAR OPENING HEIGHT OF 2d NOTES: PER SECT.R31QT OF 201E IRC ALL NON-STRUCTURAL VALLEYS THIS FRAMING DIAGRAM 15 INTENDED DROPPED HEADER HVAC NOTE: ALL WINDOW R.O.HGPS TO BE 6'-10 I/Y U.N.O. - ALL RAKES L:OVERHANGS ARE PROVIDE SOLID BLOCKING UNDER ALL BEARING POINTS DOWN TO FOUNDATION WALL Q -SPECIFIES THAT THIS FIXED OR OPERABLE �) TO HAVE 2X 12 SLEEPER ATTACHED TO DE SCHEMATIC AND POSITION TO BE I'-0'UNLESS NOTED ____ -FLUSH HEADER PROVIDE D5'L JACK STUDS EA SIDE OF LOAD BEARING OPENINGS>/-4-47 UNIT REQUIRES SAFETY GLAZING ' TO PLYWOOD ROOF SHEATHING OF MEMBERS MAY BE ALTERED OTHERWISE ANY EXTERIOR WALL ALL ANGLES TO BE 45 DEG.U.N.O. PER SECT.R308.4 OF 20151RC TO SUIT ACTUAL FIELD CONDITIONS [ -2X4 STUDS a 16'O.C. CAVITIES USED FOR HVAC DUCTS NEEDS ALL EXTERIOR WINDOW B DOOR HEADERS TO HAVE MIN.R-5 INSUL d:TO BE MIN.(2)2X8'3 OR(3)2X6•S(U.N.O.) MIN.R-61NSULATION ALL APPLIANCES SHOWN TO BE BY OWNER OR AS PER CONTRACT BY BUILDER FP-SPECIFIES THAT THIS OPERABLE WINDOW ® -2X6 STUDS o 16'O.C. BEHIND DUCT WORK SMOKE(SD)t CARBON MONOXIDE(CO)DETECTORS SHALL DE INSTALLED AS PER SECT.R314 OF 2015 IRC UNIT REQUIRES FACTORY APPLIED FALL PROTECTION FIRST FLOOR PLAN THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FROM I PER SECT.R312.2 OF 2015 IRC THE SHOWER OR TUBS GI A PI AN 2148 drawn: checked: CDK AMM scale: date: AS NOTED 9/14 PROJECT: sheet: 3 15210 F 4 COPYRIGHT NOTICE: THESE PLANS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS BY GREATER UMNO ARCHITECTURE.ANY UNAUTHORIZED REPRODUCTION OR MODIFICATION OF THESE KAM 15 A VIOIATION OF COPYRIGHT LAWS CLIENT RIGHTS ARE LIMITED TO ONE-TIME USE FOR THE CONSTRUCTION OF THESE PLANS UNAUTHORIZED ALTERATIONS OR ADDITIONS' TO THIS PLAN 15 A VIOLATION OF THE NEW YORR STATE EDUCATION LAW, ARTICLE 145,SECTION 72. 1 ' I • COPYRIGHT 0 ALL RIGHTS RESERVED GREATER LIVING ARCHITECTURE P.C. 7 24'-C'STUD TRUSSES - n 24'4• FULL TRUSSES 13 6' 12'-2- 1 Z-2 6'-e• 10'-I0• 5'-4• 2'4• I'-d 7'-IP I '-4'. 6-4' % 812 Q8 A LHEEL2:::: 12 •.. 10 36•%ER 10' SHOWERHEEL 2036 20362856-2 FPEEL 5I 56iISH. 3-2X8'S I I I i - MAS. o 2'-0' L 13'-B' L 2'-Or 8'-10` L �I w.l.c; to BATH ; 0 � ^J j 'B' TRUSS PROFILE 'A'' TRAY TRUSS PROFILE Q. . 1 1 �� 6, Uui 2Y X 3d MIN. I. _/ SCALE: I/4'-1'-0' SCALE: 1/4'- I'-(r R.O.ATTIC Q i� o BDRM.2 �O „ ACCESSyj„uxEx a //) J a � ° ^ V 64r .2-0' 4'10` ab I'- 61=7.. 4'-2- 2/6 w b S.D. O d � S.D. O _- ib 2/6 CLOSET W ' O o/o F rf MASTER sD d i� O BDRM. 6'-I I' 2'-Y 4'-d 7'-Y e 13'-6• 13'6; W BDRM. 0 BDRM. 4 d _ N zx6 uvovas - 3033 BRIGHTON-HENRIETTA o= TOWNLINE RD 'A TRusses o 6 LAYOVERS 24'O.G. ROCHESTER,NY 14623 o _ p e FP CALL:(585)272-9170 FAX:(585)292-1262 12 v a www.greaterliving.com e� 12 [o 2856® 2856® [o 3056 FP 2856Im E❑2856 0 REVISIONS:- . Q8 _ DATE BY DESCRIPTION R-38 1 1/17 OINK 2015 MC UPDATE HEEL 3'-IO' 6'-0' 9'-7 9'-2' 6'd 3'-10' 2'-4- PLATE. 38'-0' 2x6 RAFTERS o MAS. - - CLOS. 16.O.C.ON BATH 15 EQUAL RISERS SECOND FLOOR PLAN 1026.SQ.FT. - - 2X4 PLATE ON TREADS AT 9.0' zx6 O.C. o ,I I/8•NOSING. SCALE: 1/4'- I'-Cr CLIENTAOCATION: 16' .C. R-21 2X6 RAFTERS 12 - eZ d O.C. 7 NOTES: SECOND FLOOR PLATE HG7 TO DE 8'-I 1/8•(UNLESS NOTED OTHERWISE) SLID FLW. d q ALL WINDOW R-O.HGrs TO DE 6'-10 I/Y U.N.O. PROVIDE SOLID BLOCKING UNDER ALL BEARING POINTS DOWN TO FOUNDATION WALL 2%10 F.JSrS O 16.O.C. - PORCH PLATE PROVIDE DWL JACK STUDS EA.SIDE OF LOAD BEARING OPENINGS>/-4'-0' PLATE ALL ANGLES TO BE 45 DEG.U.N.O. ALL EXTERIOR WINDOW b DOOR HEADERS TO HAVE MIN.R-5 INSUL.b TO BE MIN.(2)2X8'5 OR(3)2X6'S(U.N.O.) L9"11'41. ALL APPLIANCES SHOWN TO BE BY OWNER OR AS PER CONTRACT DY BUILDER FLUSH 3-2X 175 SMOKE ISM b CARBON MONOXIDE(CO)DETECTORS SHALL DE INSTALLED AS PER SECT.R314 OF 2015 IRC LVL HDW THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FROM - KITCHEN FO ER PORCH wxr THE SHOWER OR TUBS. COLUMN a WINDOW/DOOR LEGEND: BUILDER a �, FRAMING LEGEND: : MEETS OR EXCEEDS EGRESS REQUIREMENTS -' Y CONC. 4'CONC CLEAR OPENING AREA OF 5.7 SQ.FT. -PROVIDE SOLID POSTING-GLUED SNAILED, -CLEAR OPENING WIDTH OF 2d SLAB 'J' - SLAB EQUAL TO THE.OF OF HEADERS TO BE -CL SUB FL'R. EAR OPENING HEIGHT OF 24' SUPPORTED-UNLESS NOTED OTHERWISE PER 'SECT-R310.1 OF 2015 IRC 2X 10 F.JSrS o 16'O.C. �? TOP OF WALL -___- -DROOPED HEADER © .SPECIFIES THAT THIS FIXED OR OPERABLE TOP OF WALL W W X 18- ---- -FLUSH HEADER UNIT REQUIRES SAFETY GLAZING SPL DM. PER SECT.R308.4 OF 2015 IRC I - E'er -2X4 STUDS 016'O.C. FP-SPECIFIES THAT THIS OPERABLE WINDOW SECOND FLOOR PLAN 8'THICK/9'-0'HIGH UNIT REQUIRES FACTORY APPLIED FALL PROTECTION -zx6 STUDS e 1 d O.C. GLA PLAN 21 48 FPOUREDCONC. IGH 8 THICK/9'-0'HIGH �� FILL POURED GONG.WALL PER SECT.R312.2 OF 2015 IRC , WALL D URED CONC.WALL ON 16•x W FT'G.. 18•X8•FrG. BASEMENT R I I FULL 3 ICY CONC.Fl nOR 15 EQUAL RISERS I(r THICK/9'-0'HIGH drawn: checked: 7, OVER VAPOR BARRIER 7Rinu5 Al 9.m POURED CONC.WALL CDK AMM O/GRAVEL BASE .I I/d NOSING ON 20'x W FrG. SCOIe: date: TOP of Frc. AS NOTED 9/14 PROJECT: sheet: A BUILDING SECTION 4 SCALE:ALE: 1/4'- 1'0' 15210 F COPYRIGHT NOTICE: _ THESE PLANS ARE PROTECTED UNDER FEDERAL 2X6 5TUD FRAME —� EXTERIOR C.M.U. 2X6 STUD FRAME COPYRIGHT LAWS BY GREATER LIVING WALL W/INSUL FOUNDATION WALL INSULATION PER PLAN WALL W/INSUL. - INSULATION PER PUN ARCHITECTURE.ANY UNAUTHORIZED 1 AS PER PLAN -SEE PLAN FOR 2'RIGID INSULATION - TALL(HOUSE)WALL SHORT(GARAGE)WALL REPRODUCTION OR MODIFICATION OF THESE 7 RIGID INSULATION U AS PER DUN SIZE COURSES,i THERMAL BREAK PlAN513 A VIOLATION OF COPYRIGHT UWS 2X6 PR TR.SILL THERMAL BREAK FOOTING SIZE 2X6 PR.TR.SILL CLIENT RIGHTS ARE UMITED TO ONE-nME USE W/12'ANCHOR 3 I/Y CONCRETE SLAP SPD.FOOTING F3 i/Y CONCRETE SLAP W/I/Y ANCHOR POURED CONCRETE 6'BLOCK ON 3'-0• 4'-0' 3'-0• FOR THE CONSTRUCTION OF THESE MANS 3 1/2•CONCRETE SLAB FOUNDATION WALL FI 1/2'CONCRETE-AD S CPS 8•BLOCK BOLTS. o 7Y GRAVEL BA RRIER G LOCATION SE GRAVEOf L BASE RRIER i BOLTS a lY GRAVEL BASE 0/VAPOR RRIER b PER DUM GRAVEL ASDEARRIER i ON 16'X 8'FTC. -- -- — — - TO MISOPLIIZEI ALTERATIONS OR AN 5 A VIOLATION OF THE TONS NEW YORK STATE EDUCATION LAW. TOP OF SUB TOP OF SLAP TOP OF SLAB TOP OF SLAB 7 - (4)•4 T >� ARTICLE 145.SECTION 7209 iO Y ASSUMED GRADE -------- m I ASSUMED GRADE --- - m S ASSUMED GRADE --- m I ASSUMED GRADE r --- , REDAR —1 - A y ., COPYRIGHT®ALL RIGHTS RESERVED O L_ ( J W 1 O L_ 'J W W O L 'J C.M.U.FOUNDATION GREATER LIVING ARCHTIECTUPE.P.C. - _ ALT.R-10 INSUL ALT.R-IO INSUL. < _} ALT'R-1 O INSUL. < ALT.R-10 INSUL. AS PER PLAN STD.FOOTING ST'D.FOOTING STD.FOOTING LOCATION LOCATION(2'LENGTH) aS LOCATION(2'LENGTH) LOCATION LOCATION(2'LENGTH) LOCATI N LOCATION(2'LENGTH) I � O I• I-I I •I ♦I R-10 RIGID INSULATION R-10 RIGID INSULATION MIN. R-10 RIGID INSULATION R-10 RIGID INSULATION u = lb ,. MIN.2'-O'VERITICALLY 3 z 2'-0'VERITICALLY b? MIN.2'-0'VERITICALLY b z MIN.2'-0'VERITICALLY 4'-O >� W OVERDID - CONCRETE •.1 %+ 5 COURSES OF CONCRETE %'+ - �+ F 2 b'X Y X I-C.M.U.ON 11)CRS O BLOCK b FOOTING EQUAL O POURED CONCRETE O MAX AR 1 FOOTING 6'BLOCK ON 4 COURSES OF TO SPD.HOUSE FOUNDATION WALL C 4•x T%NT LONG POURED CONCRETE CONCRETE BLOCK i FOOTING ` FOUNDATION i PER PUN i CONCRETE LINTEL TO SPAN Y = FOUNDATION WALL OVERDID BETWEEN O O Y EQUAL TO STD.HOUSE FOUNDATION E I Y GARAGE b HOUSE FOUND. " - 2X6 FRAME WALL 2X6 FRAME WALL ON C"M"U. 2 C.M.U. 3 ON POURED CONC. 4 POURED CONC. S C.M.U. JUMP 6 POURED WALL JUMP N_ WALK OUT DETAIL N_ WALK OUT DETAIL N_ WALK OUT DETAIL N- WALK OUT DETAIL N_ FOOTING DETAIL N_ FOOTING DETAIL SCALE: 1/2'- I'-0' SCALE: 1/2'- V-0' SCALE: 1/2'-V-0' SCALE: 1/2'- V-0' SCALE: 1/4'- 1'-0' SCALE: 1/4'- 1'-17 ' ^. CAST-IN-PUCE U FOUNDATION WALL Y MIN.COVER LL.I 11 a II EXTERIOR 2X6 _EXTERIOR 2X6 EXTERIOR 2X6 INSULATED WALL INSULATED WALL ~-INSULATED WALL II II N_2N.FL OR DEARINc II e e II FRAME WALL ABN. PARALLEL 2X2 (2)PLY HEADER AS SPECIFIED PARTITION WALL SUBFL60R AS PER 1/4 BLK'G. T 1 �.—(MIN.(2)2X8'S UNLESS NOTED 12)PLY 13/4'LVL HD'R.AS ENGINEERED I JOISTS TYPICAL WALL SECTION 2X8 CEILING \,.J v (3)PLY I I-DIMENSIONAL �—SPECIFIED AS PER DU F.JSTS AS PER PRINT N MK'G. 16• HEADER AS SPECIFIED OTHERWISE) L� MIN.(3)2X6'S UNLESS NOTED t GIRDER TRUSS TO SUM OTHERWISE UI/(2)LAYERS PLYWOOD SPACER AS PLYWOOD SPACER AS TIE VERT.REDAR U)�5 REDAR -- P.LF.AS PER PLAN - TOGETHER UV.3 VERTICALLY OF ERW INSUL(R-5 MIN-) REQUIRED(NON-STRUCTURAL) REQUIRED 01ONSTRUCTURAL) T REDAR o I Y O.C. AT CORNERS I'(R-5 MIN.)RIGID I.0R-5 MIN.)RIGID HANG JSTS FROM CROWN M W 1 INSULATION INSULATION CH LVL OF GIRDER JOIST DEPTH SEL9 1%5 TRIM WALL '> DDASTER TO BE PLACED o —EXTERIOR WINDOW/DOOR EXTERIOR WINDOW/DOOR 20'-0'O.C.MAX ALONG WALL �EXTERIOR WINDOW/DOOR SLSTERED TO BOTTOM v n CHORD OF GIRDERck REFER TO PUN FOR PLACEMENT DOUBLE FLOOR JST'S UNDER 7 POURED WALL 8 EXTERIOR INSULATED 9 EXTERIOR INSULATED 0 EXTERIOR INSULATED I JST/GIRDER DETAIL l Z l 3 COFFERED BEAM DETAIL PARALLEL PARTITION WALL DETAIL N_ PILASTER DETAIL N_ 3 PLY HEADERDETAIL N_ 2 PLY HEADER DETAIL N_ 2 PLY LVL HEADER DETAIL N_ SCALE: I/2•- P-0• N_ � n.r.s. N_ N.T.S. SCALE:I*-P-0• SCALE:I � SCALE:I*-I'-(r SCALE:I*- I'-0' ' (r 6'-0' REMOVE SIDING AT LEDGER HEADER AS 4'X4'➢DST.TYD. MAX.SPACING 2X6 OR 5/4 DD. Y MIN. STAGGER FASTENERS 2 1/2•MIN. PER PLAN DO NOT NOTCH RAIL CAD PRIOR TO INSTALLATION Y MAX IN 2 ROWS CONTINUOUS FLASHING UU 5.Y MIN.FOR 2%8 (2)1/Y mAM, r n MIN.EWP RIM OR I• DRIP EDGE T e a o— 7.Y MIN.FOR 2%12 HEEp ER— WASHEDOLTS W/ A�C� EXTERIOR OR BEARING WALL VDECK JOIST PER PUNNOTCH GREATER 2%FUI JSTOR D MIN. DECK POLANS THAN SOx OF THE x 2X4 TOP b WOOD 11ST LEDGER UG SCREW OR DOLT OTCH POST TO DECK POST PLATE WwTM BOTTOM '2X'LEDGER EQUAL TO OR 5 1/2•MIN. L L ACCOMODATE x YM1".� GREATER TRAM JOISTSIII/ PLACEMENT OF LAG SCREWS �� BEAM 16 GAGE(0,054 IN.) 3033 BRIGHTON-HENRIETTA FASTENERS AS PER POST CAP AND 1.5 IN.METAL TIE TABLE R507.2(SEEI6°M-1) 16 &BOLTS IN LEDGERS NOTCHED POST DROPPED OR FLUSH HEADER FASTENED ACROSS AND TOWNLINE RD FOUNDATION .. �APPROVED JOIST HANGER A'� � FIGURE R507.2.I(I)IRC DROPPED HEADER TO THE PLATE AT EA. ROCHESTER,NY 14623 WALL 'Y Tn0LER5m.z DECK BEAM TO SIDE OF THE NOTCH CALL:(585)272-9170 SIMDSON DTT I Z OR EQUAL NTS DECK LEDGER CONNECTION TO RAND JOIST W/8-1 Od NAILS EA SIDE FAX:(S8S)292-1 262 7 DECK POST HOLD-DOWN DEVICE MIN.750 LD JOIST SPAN rl CAD.O 4 LOCATIONS EVENLY FIGURE R507.7.1 IRC (2)1/2-DIAM. OPENINGS SHALL NOT DISTRIBUTED ALONG DECK IL(1) CONNECTION DETAILS 6'b LESS 6'-I•-8'8'-I•-10'10'-I'-12'12'-I'-14'14'-1'-16'16'-I•-IB' TOP PLATES PIPE www.greoterliving.com THRU DOLTS UI/ 2X2 PICKET ALLOW PASSAGE OF 4' N,T.S. WA 2Y OF EA.END OF EDGER. ON-CENTER SPACING OF FASTENERS(IN.) TABLE R5078 WASHERS TY'P. DIAM.SPHERE DEVICE SHALL FULLY ENGAGE 1/2'DIAM.LAG TYPICAL GUARD - DECK JOIST PER MANE SPECS , 6 Q SCREW W/1/7 MAX 30 23 18 15 13 11 10 DECK POST SIZE MAX HEIGHT° REVISIONS: SHEATHING TOP PLATE FRAMING TO A� GENERAL ATTACHMENT OF A, 12.MAX SHEATHING IN 4x4 e• DATE By DEScmvnoN 1 `} RAIL DETAIL N- 12•MAX SHEATHING 36 36 3q 29 24 21 19 ACCOMMODATE PIPING 11/17 GDR 2015 mC UPDATE rl S DECK TO LEDGER BD BAND BD. 4 X 6 a' I/Y DIAM.BOLT W/ FIGURE R602.6.1 SCALE EQUI EME _ I'MAX.SHEATHING 36 36 29 24 21 i8 16 GUARD REQUIREMENT AS PER R312 N� , SCALE'I/2• I'-0' 6 X 6 14' N.T.S. OF 20 15 ING O.MEASURED TO UNDERSIDE OF BEAM FLOOR SHEATHING FLOOR SHEATHING FLOOR SHEATHING BOOR SHEATHING FLOOR SHEATHING FLOOR SHEATHING MIN.2•TO ANY NOTCH TOP PLATES 5/8•MIN.TO EDGE ENGINEERED 1 JOISTS I-JOIST I-JOIST I-JOIST ICC ORua GYPSUM I-JOIST �k- BORED HOLES W/FACTORY-APPLIED WALIDOARD PANEL CLIENT/LOCATION: APPROVED FIRE-RATED IN W'P - Y MIN.FROM MAX.BUM.40N IF HOE 15 BETWEEN COATING (" 1-30I3t AUTOMATIC PARTIAL TO D b BOTTOM MIN.2-TO ANY HOLE OF STUD DEPTH 409-60N OF STUD SPRINKLER SYSTEM OF JOIST DEPTH.THEN STUD MUST D/3 MAX 5/8'MIN.TO EDGE BE DOUBLED b NO MORE THAN(2)SUCCESSIVE NOTCH MUST NOT STUDS ARE DOUBED GYPSUM YB 12'OR YB 3.Y OR 3'MINERAL STUDEXCEED 25%OF 'So PORED GYPSUM WALLBOARD GYPSUM WALLBOARD WOOL INSULATION L STUD DEPTH PANEL NAKED PANEL NAILED V3 UJ STUD POREbT D HOES SHALL JOIST SPACING PER PUN JOIST SPACING PER PLAN JOIST SPACING PER PLAN JOIST SPACING PER PLAN JOIST SPACING PER PLAN JOIST SPACING PEP PUN NOT A LOCATED IN D/6 MAX THE SAME CROSS SECTION I CUT OR NOTCH N STUD I-JOIST FLOOR SYSTEMS D/3MA>F-- 1--- j PERMITTED '--D/3Mu BUILDER: N_ FIRE RATED FLOOR ASSEMBLY D/6MAXFOR NOTCHING&BORED HOLE LIMITATIONS FOR DETAILS AS DER APA FIRE PROTECTION OF FLOORS(FP-00 FOR COMPLIANCE MEMEDERS LESS WITH 2O151RC SECTION R302.13 - FLOOR JOIST-CENTER CUTS THAN4•MOMWAL EXTERIOR WALLS Fr BEARING WALLS DIMENSION FIGURE R602.60) • 250.52(A)(3)CONCRETE-ENCASED ELECTRODES L 2 p 2 NINFORCINc V3 U3 TOP PLATES •1 REINFORCING BAR B'q� PARS(IVPJ T 181N.MIN.LENGTH Try D/4 MA% DETAILS • ��k(M1.�/,), �_ � O BORED HOLES • H PERMR7E0 OF STUD DEMAX.DIAM.60' STUD GLA PLAN 2118 JOB e,� H 5/8•MIN.TO EDGE drown: checked: _________--__ D/4 MAX 1 T �•� MINIMUM 20'-0' END VIEW 5/B'MIN.TO EDGE 9 STEPPED FOOTING DETAIL \ FLOOR JOIST-END CUTS NOTCHEXCEED 40%TOFOT CDK AMM \�;� - CLAMPSUITABLE FOR STUD DEPTH Scale: date: N_ 1 N.T.S. B'MA% — CONCRETE ENCASEMENT 11, 1 OR EXOTHERMIC WELD CUTTING,NOTCHING, AS NOTED 9/14 PORED HOLES SHALL NOTES: T•FOOTING THICKNESS --- --- --- NOT BE LOCATED IN &DRILLING OF JOISTS THE SAME CROSS THE MINIMUM FOOTING THICKNESS T.IN STEPPED AREAS SHALL 36•MIN. SECTION OF CUT PROJECT: sheet: EQUAL THE FOOTING THICKNESS IN THOSE UNSTEPPED AREAS 04 REINFORCING BAR FIGURE R502.8 FOR ENGINEERED WOOD PRODUCTS PLEASE REFER OR NOTCH IN STUD THE REINFORCING BAR SIZE IN STEPPED AREAS SHALL EQUAL 18 IN.MIN.LENGTH TO MANUFACTURER'S RECOMMENDATIONS THE DAR SIZE IN THOSE UNSTEDPED AREAS ' NOTCHING& BORED HOLE LIMITATIONS FOR A MNIMUM OF 3 INCHES OF CONCRETE IS REQUIRED AROUND ALL REINFORCING PARS 4 AWG COPPER e 15210 F A' �MINIMUM20'dY� CONDUCTOR - INTERIOR NONBEARING WALLS 1 Y� FIGURE R602.6(2) COPYRIGHT NOTICE: MESE TABLE R404.1.1(2) TABLE R404.1.10) TABLE R404.1.1(4) TABLE R404.1.2(8) COPYRIGHT ARE by GREATERUYROTECTED UNDER FEDERAL COPYRIGHT LAWS BY'GREATER LIVING ARCHITECTURE.ANV UNAUTHORIZED ' 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d a 51NOM e' 10-I11CH MASONRY FOUNDATION WADS WIN REINFORCING WHERE d>6.15 INCHES 4 12-INCH MASONRY FOUNDATION WALLS.1.REINFORCING WHERE d>8.75 INCHES°'�'I MIMMUM VERTICAL REINFORCEMENT FOR 6-,e-.10-AND 12-INCH NOMINAL FLAT BASEMENT WALLS R A L t n O REPRODUCTION OR MODIFICATION OF THESE MIMMUM IF—REINFORCEMENT AM)SPACING INCHES 6' MINIMUM VERTICAL REINFORCEMENT AND SPACING(INCHES)6' MINIMUM VERTICAL REINFORCEMENT AND SPACING INCHES D• MINIMUM VERTICAL REINFORCEMENT-BAR SIZE L SPACING(izAAF) CLIENTS A VIOLAMON LIMITED TO ONE-TIME LAWS,USE SOIL CLASSES AND LITERAL SOIL LOAD d( U PER FOOT BELOW GRADE I SOIL CUSSES AND LATERAL SOIL LOAD d(o PER FOOT BELOW GRADE) SOIL CUSSES AND LATERAL SOIL LOAD d( N PER FOOT BELOW COME) SOIL CLASSES'AND DESIGN LATERAL SOIL ( al DER FOOT OF NpTH) FOR THE CONSTRUCTION OF THESE PLANS HEIGHT OF NEIGH,OF HEIGHT OF MAXIMUM - UNDALAN�ED LW,GP,SWAND Sp SOBS GM,GS SM-SC AND MI SOIL SC,MR MLCL AND INORGANIC Cl SODS UNBALAN�FD Lw GO,MR,AHD SP SOIL CM GS 3M-SC ARID ML SOIL SC MR ML-CL AND INORWMC CL SOIL UNALANCED LW GD,Sw AND 5p 30It3 GM,LS SM-SC AND A SOILS SC.MR ML-CL AND INORGANIC CL SOILS LINDAUNCE GW,M.SW,AND SP GM,GS SM-SC AND ML SG MIN,ML-CL AND INORWMC CL WALL HEIGHT MCKFI 30 15 WALL HEIGHT 60 WALL HEGM eD BA RR SO 15 BACKFtt 10 IS 60 UNAUTHORIZED ALTERATIONS OR ADDITIONS MAXIMUM eACKFILI 10 1! 60 TO THIS PLAN IS A VIOLATION OF THE +'(OR LESS) 1 01e•O.G •1 01B•O.C. 0 Ie•O.C. 1'(OR LESS) .1 O W O.C. o W O.C. .1 O W O.C. - 1'(OR IE.) •10 JY O.C. 0 Jr O.C. •1 O JY C. WALL NEW HEIGHT 0 MINIMUM WALL THICRE53 INCHES) � NEW PORK STATE EDUCATION UW. •1 0 IY O.C. .1 0 16.OX, o b'O.C. 6'-0• S' o W O.G O W O.C. 1 0 W O.C. 0'-e' S' O)r O.G O)r O.C. o)Y O.C. ((FEET) (F EET6 e 10 12 6 e 10 12 b B 10 12 MTICIE I15.SECTION]209 b'd' •1 OIT O.0 .S O IT O.0 _:6 I,O.C. I 6'-6• •ICI WO.0 6o W O.0 .50 WW 00C. 6.1 O)r O.G o)r O.C. •50 Jr O.C. 5 ML NR HR NR NR Nq Mt NR MR NR MR1'(CIO USS) •101Y O.G .1 01e•O.C. .1 o Itl OC +'<OR LASS) 1 o W O.C. .1 O W O.C. •10 W O.C. 1'(w U33) 10)r o.0 10 JY O.C. 1 0 lY O.C. NR Mt NR M) NR NR A NR MI NR IRE NR M) COPYRIGHT®ALL RIGHTS RESERVED )•-1 !' •1 O ITO.C .1 010.01, 1 0 1TT-1• 5' •1 !COC. 0 MY O.0 1 o W O.C. J'-1 5' •1 o Jr O.G .+0)r O.C. •1 O)r O.C. 6 NR NR NR IG NR NR MR M NR MR NR MR GREATER LIVING MCNITECI)RE.PC 6' •101T O.C. .5o 1B'O.C. .So+tl O.0 6' .10ltl O.C. OWO.C. •SOWO.0 6' .Io)Y O.G •10)Y O.C. 05 a)r O.CNR Nq Hq Nq NP NR NR Mt o]S' IDI NR NR )'-1 OS 0+e•O.C. 601e•OC. .6o IP O.C. T-1' .1 e1tl O.C. .50WO.0 •60 M,O.G T-1' 40)YO.0 .!O)r O.0 .00)r O.C. NR NR Nq •Sole' HR NR M .SOJtl NR NR NR +'(OR LESS) •101T O.G .,I 1B.O.C. •1 OItl O.C. 1'(OR LEW) .105tl O.C. OWO.C. OfN O.C. 4'(wLESS) AO)rOG OJr O.C. o)rOC. NR NR NR NR NR NR NR IRE MR MR NR M) !' 1tl O •1o18.OC. •1 OItl O.C. 5' .10ltlOC •ICI WO.C. 105tl O.0 !' JYO.G 10 JrOC. 1o)r O.0 NR MR NR NO M NR NR NO roelr NR NR M) 6' •10+ .0 .SORT O.0 .l o IT O.C. d6 ."O.C. o W O.0 •5 o ltl O.C. B'-P J NR NR NR .l o 1Y NR NR MR .6.41.5 0 1e• NR NR J' .1.4e•O.C. .60+T O.G 60In O.C, r .I O WO.0 .60 M'O.G .60 WO.0 b' 1e)Y O.0 .Io)r O.C. !o>r O.C' NRr 1e)z o.c 60)r O.C. .6o>r O.0 601tl M NP NO .Oo 1r•Se 1tl NP Fry •60 JI•.6o0 NO NO 1 B' 6o IT O.0 .60IT O.0 •60ar..1 B' .1 O.C. .6o W O.C. .6 o+e•O.0 e' .5 o Jr O.0 .60)r O.C. 16161'O.G MR MR MR NO MR DIP NO NO MR HR MR Mi 1'(OR LASS) 01TO.0 11T O.C. o1T O.G I'(OR LEW) .ICI WO.0 •ICI WO.G 44oWO.C. 1'(ORLEM) 1o)r O.0 0Jr O.C. o)r O.C. 5 NO M MR lR • 0]B• MR NO IRI .l OI]' Mel MR M !' •1ole•O.0 .101e•O.C. •S OITO.0 !' OWO.G 1e WO.C. 10WO.C. Y. o)r O.G •1 o>r O.C. 10Jr O.C. 6 1o1r Np MR NR •SOS, MR NP RID rooJr.lo lJ• MP Mi B'-0• 6' Io 1TO.G •504TO.0 •601T O.C, e'-0' 0' oWO.G 10 MY O.C. .SO WO.C. B'-0• 6' OJr O.C. •1 O)r O.C. .5o 11 O.C. 6 )' .50ITO.0 •60IT O.C. .601Po.c. r oW 0' .Se WO.C. .6oWO.G J' 1o)r O.G .5.Jr D.G .6.110. > .l01P Mt NP NR .bOST•So 11' NR HE 60N•.6o 13• NO MR .6o 1T O.0 6eJr O.G .6o2'01 B'-0• .50 W.O.C. .bO WO.C. 06031.O.C. e'-0• .50)YO.0 .>OJYO.0 6.1T O.C. a .601J•.So1r MR' .SO 161 U'#611 NO NU ro02r.6 o lr.6o11'.NR 1'(ORLESS) .101T O.C. •I ­O.C. .+OTT O.0 1'(OR LESS) oW1. 10 W O.C. .1.0W O.C. 1'(OR lE53) 10)r O.G to>20.C. IOJr O.C: 1 NP RBI NP NP MR LAIR MR MR NO NR MR M 5' 01T O.C. O+B•O.C. .!01T O.0 !' o W O.0 .+o W O.C. .10 W O.C. !' •101r O.C. .,I 1r O.C. .10]Y O.C. 5 MR NR NO MR • It Y xR NR .S a 1P MR R RID q.+• 6' .1 OITO.C. •SO IB 01 .601T O.C. q.1• e' •1 OStl O.0 .SO WO.0 .50-0.0 q.1• 6' 10JYO.C. .SO JY O.0 .Ss)YO.C. q 0 NO NO .601T NO NP HE roOW.eo JP NO M J' .1.4e•O.G .6o 1To.c. .6 o 1P O.C. T •IOWO.0 .50ltl O.C. .6pWO.C. )' .10)r O.C. •!o)r O.C. 6o]r O.C. ) .SOJH NR NR NO ro011'.5o1r NR NP ro0]]'6oJB•.l03T NR e' .6o 1e•O.0 .60 IP O.C. .60210.G T •SO WD.G. .60lUO.C. ":-0.G. B' .3 oJr O.G •60>r O.0 .60W0.<. IS .6e3W 6011 MR IRI .60]]•.6o1T•1.-NR .ee21•.692Y.6 a 3T.101e' q-+• roeIP O.G roo21'O.G .601tlO.C. 4.1' 60 WO.G .6e 1P O.C. .6021.O.C. q-1• .60)20.G .60IB'O.0 6o1P O.C. 9 .6031.6016' MR IRE 6 W#603n.6041•NO 16017#6021•.603P.6037 1'(Oq IF33) o1T O.G o1B'O.C. .1 OIT O.G 1'(OR LESS) •IOWO.C, oWO.C. 0!6'O.C. 1'(OIRUSS) 10)Y O.0 .10)Y O.C. •1 o)Y O.G 1 NR NR RBI MR MR NP 101 NO MR NO HD 3' .1 OIT O.G 1018'O.C. •S 01T O.G Y 10 WO.G �056.O.C. •10 WO.G S' .1 oJZO.0 .1oJr O.C. .10)z O.0 3 NR 1R MR M .IO1P MR MR M .5s]S IR MR RBI 6' •Io1T O.0 •lo IT O.G .601T O.C. T •IOWO.0 S 0.0 •SO M•O.G 6' 10)Y O.G .5011 O.C. .501Y O.G O� •So1T O.0 •60 NU 11 1T O.G roe SY O.C. IP-P T .SO WO.C. 6oWO.G •eo1T O.G IP-P T 10)r O.0 .60)r O.C. 6OJr O.G ID b •So1T IRE RR HOT Ob7 MR NR NO HE 6e]I.6o1r MR M ' ■' �. 0 60-0.G .6021.O.C. 6o?tl O.C. 9 6o WO.0 601P O.C. 6021 O.C. v .6o)r C.C. Ob. YO.C. 1601P O.C. B 6011.513W MR M 6o3P bs S11 1r MR .1.21#602T.60 SY.601Y ■`��•/,, HP 6o Sr O.C. .6s Itl O.C. .aO IV O.C. IV 601TO.0 ft 3r O.G 6o 24.O.C. IP .6.-0.G 6e 1P O.C. .6 o 1r O.0 9 roo D1'06141•#401e•MR "02T 1612r.6o]Y IO+T Dq .6o2Y 6o 2r.6 o 31• 0.MORTAR SMALL BE TYPES OR S AND MASONRRY MULL BE LAID IN RUMHING ROM), n MORTAR MALL N TYPE M OR S AID MASONRY SHALL BE LAID IN RUNMNL BOMD. 0.MORTAR$HALL BE TYPE M OR 3 AND MASONRY NULL BE LAID IN RUMHIDIG DOND. 10 6s2B•601T 0604Y MR DP 4612Y.6oW 601T DR 6o2Y.602Y.602C IL 7 B.ALTERNATIVE REINFORCING BAR NZE3 AND SPACINGS SHALL HAVE AN EOUIVAIEM CROSS-SECTIONAL AREA OF REINFORCEMENT PER B.ALTERNATIVE REINFORCING BAR LAZES AND 3PACINW SHALL HAVE AN MI CRO53-SECTIONAL AREA OF REINFORCEMENT OR W.EAL FOOT T O REINFORCING DM NITS AND SPACINGS SHALL HAVE AN EQUIVALENT REINF NT COO ITHOES O T E AREA OF REI SEISMIC EM PER LIN LFOOTOFWA MAUNKRKUDFRO MMESMONGOFNEPONFORCEMEMDMSNOTMCEFDJrI"SMKCDMCN I.-FOOT OF WALL SHALL DE PERMITTED MOTIVE D WE SPACING OF ME REINFORCEMENTDOES HOT EXCEED Jr IN SEISMIC KNOW LINEAL TOOT OF WALL SHALL DE PERMITTED POONDFD mESPACING OF THE gEINGORCEMEMDOE3 NOT EXCEED)r IN SEISMIC 0FNGN a.SOIL GLASSES MEIN ACCORDANCE WIN WE UNIFIED SOIL CLASSIFICATION SYSTEM.REFER TO TABLE R<05.1. CAtFCOMMA.DAM C AND Ie INCHES IN SEISMIC DEMGN UIEGONFS D0.D I AND D3. UTEGORES A B AND C AIR IB DICHE3IN SEISMIC RESIGN GMGORES D4 D I M6 D2. CATEGORIES A B AIR C AND 4e INCHES IN SEISMIC DEIGN CATEGORDO W.D 1 AND D2 b.TAU VALUES ARE BASED ON REINFORCING BARS WITH A MINIMUM YEW STRENGTH OF 60.00D PSI uj c VERTICAL REINTORCEMENT NULL BE GRADE 60 MIMMUM,ME NUANCE FROM ME FACE OF THE SOIL LADE OF THE WALL TO THE c.VERTICAL REINFORCEMENT MALL DE GRADE eO MIMMUM WE DISTANCE FROM THE FACE OF ME SOIL UK OF ME WALL TOME n)'ERnOF PM&REDOMSNMENTSMAN DO MINIMUM.IEW T ME N&75TANCE NOON THE FACE Of THE SOIL LADE OF THE WALL TO THE c VPOTGLPEINFOREMENTNCEWIN MIN A LDSTRENGTHOF L17hESS 6ABLO PNAM)/OR BADS OFADIFFFREM LAZE THAN SPECIFIED IN THE TABLE CENTEP OF VERTICAL REINFORCEMENT SHALL N NOT LESS THAN!INCHES CENTER OF VERTGL RERRORCEN INT 3NALL BE NOT U.THAN 61S INCHES CENTER OF VERTICAL M ACCORDANCE SHALL N UNK IED THAN SJ!INCHES ARE PERMITTER IN ACCORDANCE WLLH SECTION MENT IS MOM NED TALE EXCEPT FOR4.3(W d SOILCMUS ARE DI ACCORDANCE WIN THE UHF®SOU CIASNFICA,ION SYSTEM MD MUM LATERAL SORT LOADS ARE FOR d SOIL CLASSES ARE IN ACCORDANCE WIN THE UNIFIED 50H ClASMFIGTON SYSTEM AND DESIGN LATERAL SOIL LOADS ARE FOR 450E CLASSES APE INACCONDANCE wM THE UMGI®SORT CIASNRGTION SYSTEM ARID DEMGNLAIERM SOLI LOADS ARE FOR dNORMU,ESH CAME VGLWAIIINFORCMENTSM MOURNED,BENO. 048ICHES ON CENTER. WAITS FORMED UDm STAY-IN-%ACE FORMING MOlei CONDITIONS WITHOUT NYDIIOSiATIC NES M MR TO TABLE 4I05.1. MOTH COMN11pN5 WIN AIT HYDROSTATIC PRESSURE REFER TO TANS Rl05.1. SYSTEMS IN WINCH CASE VERTICAL REINFORCEMENT SNAIL N NO.1 O Ie INCHES OM CEMFR. MOUi COMDTODA WTHOw HYDROSTATIC IS THE O ERENCE IN KICINT REFEP TO TAN THE EX T UIOF WEcD DACKALL oun,TNEGM LITHE DIREE"CEWHEGMTION WALLORTERIORMORHIMISMCROUND LEVEL MADE DEAN OF IBA TP,OFMECONC OF-RTEF NEGMRTIE"PPORIM EMKINDTION BETWEEN THEINTEMORWWMOUND LEVEL AND mF LOWER OF THE T VIDA co MQGILL nNcGHT U,IEDIGFEREKE RI®GMBE,WEENmF F%IEDORFII05"GRWND LEVEL AND iMlOW910i THE -ABLE ISHOOMCNiEMONU VINL IN®IEl IS THE UN5UPPOg1ED MIGHT OF THE EASEMENT WALL DI INCHES, TOP OF CONCRCRETEFOO GRADDE 3PROVIES mEFp)N CONTACT TWIN THE DIERR SURFACE0 MI FOUNDATION AN TOP OG THE CONCEEIE FOOTING THAT NQOP NDIS1.ATONWALLIN MFIMFOR SURFACE OF WE IEVF-CINWA TOEOFiCONCRETEETE TOOTING THAT SPROVIDE THEFWN IN CONTACULL OR THEN"1FIIORRFA I]IO THE LMNMAMPE AM L 1N,ERPOIATIONUIM)T PEOMI„FD. IN,ERORCONCRFIESLAD-OI4GMMCKRMHED TM M EO ORNINE INTERIOR SURFACE OFF I MMOR MEEBORCONCOF SLAP-ON-CAADMIS aMLMEDAIMMMMNM Wfm WE ICE NDUWLT METOPONM IT THOR WASUMMOR MOFTENAbO1FGPADBACUUHMD T MMEC HM WIN THE INTERIM SURFACEOFTNEFWNNEIO AU, MFASURFMEIN,of THE UNBALANCED MCRRLL HEIGHT FROM THE EXTFAIOR RMMI GRWM)LEVEL TO TM TOP OF THE IMEROR INCREEUAD I THRMITIE ANCFU MCKmI HEIGM WOMTHE EX,ERw GhdW GROUNDLLVELTO THE TOD OF TNF INIERIOIN CONC EMENTOf THEUNDAIANCED DACRGRL HEWiFROM MF EXTERdN HNISN GOOUNID REVEL ICI THE TOP Of THf IHlEIROR OWITTICA ISWILREMANIULL.ORMOREDO BALANCED b�KFt FI�'4INCHELITERALLY FROM HE ATDFACE AND BOTTOM BECENTER KFIUING. COHE UK SLID U T TAKE SH D. CONCRETE NM U RPMITIED. CONCREE SAID U TAKE HM.ED. A VERHOT VARY FROM EMENS MALL DE LOCATED TO PROVIDE A THE GR EA I OF TO INCHES MEASURED FROM THE WIDE GALE OF THE WALL THE CENTER OF WE STEEL I.THE USEw THUiAU NULLN PROHINMD FOR SOIL CLASSIFICATIONS NOT SIpWN, I.THE USE OF THIS iA6U SNALLNPROMBIIFD FOR SOIL ClA3MRUTION3 NOT SHOWN I.THE USE OF TADS iMU NULL NPRONINTED FOR 301LCLASMFIUTION3 NOT SHOWN. MIµI NOT VAPV FROM THE SPECIFIED LOCATION BY MORE THAN THE GRFATFA OF IORRCENT OF THE WALL 11OCRHE330P a/e INCH R CONCRETE-COVER FOR THE REIbM EMENT MEASURE FROM WE INNDE FACE OF WE WALL SHALL DE NOT LESS MAN]/1 POOL CONCRETE COVER FOR REINFORCEMENT F� MEASURED FROM THE WTNDE FACE OF THE WALL MULL DE NOT LEM THAN I IT2 INCHES FOR NO.5 CARS AM)SMAURR AND NOT LESS THAN 2INCHES FOR LARGER BMS L OR MEANS DENCM U REOUIRED DI ACCORDANCE WITH TIE APPLICABLE N)IIDINL CODE OR WF E THERE U NO CODE IN ACCORDANCE WHW ACI 318. L CONCRETE MMLL HAVE A M4CIFI®COMPRESSME SUDCM Ic OF NOT SIBS THAN 2 PN A,2B DAYS UNLESS A MGHER STRENGTH U EOWED BY FOOTNOTE I OR n I. TE MDDMUM,HICKNGS515 PERMITTED TO DE REWCED 2 R(CHES PROVIDED THE MIMMUM SREORFD COMPRESWE STRpGTH W CONCRETE 4 U Ip00 M ' A PWN CONCRETE WALL WIN A MAXMUM MONDIAL TXIC[NESS d 12 DICHE3 U ERMRIED,pROYDED MIMMUM SPECIFIED COMPRESNVE STRENGTH Of CONCRETE K U SS00 pM. �, . - n SEE FALSE R60BJ FOR IOIERANCE iPOM NOMDIM miC%M33 PFAMITIFD f00 RAT WALLS. n 11E USE OF THU TANF SNAIL N pROI11BRED TOR SOtt C1A331FUTOMI NOT MgWPI • W � , TABLE R 402.4.1.1 f' AIR BARRIER AND INSULATION INSTALLATION \./ R401.4 SOIL TESTS. WHERE OUANIRABIE DATA CREATED BY ACCEPTED SOIL SCIENCE METHODOLOGIES TR CATE IXDANNVE COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPURCE,WIFIRIIG OR OTTER OUESTIONADLE SOIL CHARACTERISTICS ARE UKELY TO DE PRESENT,THE GUILDIxc EXTENT OF HEADER LATH DOUBLE PORTAL FRAME(TWO BRACED WALL PANELS) 3033::BRGHTON-HENRIETTA A COx1HUow AlR BAVREP HULL BE OFFICIAL NULL DETERMUE WHETHER i0 REOMM A S TEST TO DETERMNE THE SOIL'S CHMACMRUTCS AT A IxfiAUED NO IA IWLDNG ENVELOPE PAMCUUR LOCATION.FIRM TEST BE DONE BY AN APPROVED AGENCY USING M APPROVED METHOD. EXTENT OF HEADER WITH NNGLE PORTAL FRAME(ONE BRACED WALL PANED WNLINE RD 2-le'FINISHED WIDTH OF OPENING FOR SINGLE OR DOUBLE PORTAL ROCSTER•NY 1 4623 GEMPM RWUPENENn THE EXIFRON IHERMLExVELDPf AF1-0WMEANE RLSUUIION SMALL NOT BE R401.4.I GEOTECHNICAL EVALUATION. �- CA585)272-9170 COXTARDACONT1XUOw AR RAPPER LREfl MASFAUxG NAtERµ. IN LIEU OF A COMPLETE GEOTEOIMCM EVALUATION THE LOAD-BEADING MUM DI,AIE RIOIA.) TENSION STRAP PER FA585)292-1262 OR gNR1 W THE AM LARDER SMA L SMALL BE ASSUMED.BREAIRDAFID TABLE R401.4.1 OPMDo9 EZSIDE OFO" www. aterliving.com THE AIR pMAUDAFRER IN ANY DPOPND CEING/ I.N.1NALN AucxED WITH THE 3 FASTEN KING STUD TO THE AR PRESUMPTIVE IOANBEARMG VALUES OF F WIDATION MATFAIALS SHEATHING) NWUTIOX AND ANY GAPS INMWUTOMwANY MOPPED CE¢IxG/ i HEADER WRNA 160 CENNG/Ai11C MPEp NULL N HALED. SOFRI SHALL N AUGIED WITH THE AN BAFFLER LOAD-DEARDIG PRE ME NNKERS ACCESS OPENING,DROP DOWN HAIRS w GLASS OF MATEPULS (NW�da lw puon ) O . . I REVISIONS: ALLPoopsiO UXALFED. 0MD COVSTAWM BEDROCK 12000 mAIR MR PILAN- M.rXI1.2Amc xA MIN.T%11.2Y NET,PL STEER NE DERCK SIDE OF HE DATE CD DESC2015 CINCHN SEDIMEMARV L FOLI.SIFD ROCS 1.000 n.A. of SEfOutDAnON ND GVIIm IUrtx COREw Aro MADERs OF RUNE luult IF I!2'SPACER MUSED,PLACE ON BACKSIDE OF HEADBI Ml MT SMALL DE SCALED. NULL N vCMwifD BY COMPUTEY iLL1BLG IE SANDY GRAVE AMD/OO GRAVEL(LW i GR 3AOD w _ 11/I J CDK 2015 mC UPDATE GVOY IIBIHA HAREEM N.SVNG A 11FRMAL THE INCITER OF THE TOPE DE AM THE RESSTAKF Of 0.J PER.A. SAS).L AN SAND,WYEY SAND,SILTY Iwus TOVIOF EX1Ep10R IuuL55xE N NALFn, GRAVE,AND C.cK GRAVE 20W -f' FASTEN SHEATHING AI.D X FxnROP TIERMAL ENVELOPE DIsuulroN FOR TACT (NIL SD.SM.SC GM t SILTY 3 DD COMMON OR GAIV.DO%HARTS IN 3'GRID FASTEN TOP PUTS TO ANTE wALL3 wµl N SEALED. IL N D,ALIGN Ix T WH M E A CONTACT CLAY,SANDY CLAY.Mlry GUY,CLAYEY PATTERN A SHOWN HEADER WIN TWO AW NTIMNOw ALIGNMENT WDTH ME AR BMRE0. NLi.NLi AND SANDY NLT I, ROWS OF I O.C.BIDNNKER ME PACE BETWEEN wroOW/DOOR (CL.ML MH L CN) NAILS AT T O. TYP. IWEOIW uvut2n5 AM Down JAMIDS AD MAMEISE TIED NYUGxD AM O.WHERE DOM TEUS ARE RECKW ED DY SECTION R101.+.TE ALLOWABLE HEADER TO)ACK-SND STRAP A IF NEEDED,PANEL SPLICE FRAMING NULL DE NALEO. MEANING CAPACITIES OF THE SON SHALL N PART OF THE RECOMMENDATIONS S U_ PER TARE R602.TGA4 ON BOTH EDGES SHALL OCCUR OVER AND ROA Lams HIM)ODIS MULL RCLUN WE AM BNRER ROM TOUR SHALL DE NSuul®. LADES OF OPENING OPPQ9TE OF DE NAILED TO COMMON MOCKING 6.WHERE THE DUIDING CITRON DEERMDIa THAT DI-MCE SO¢3 WDIH AM ALLduANF a, NEATHING - MIN.JJ 1&WOOD BOOR TRAINING G PwAAION NULL DE-LED REARING CAPACITY OF LEW MAN 1,500 PM ARE LIKELY ICI BE PRESENT AT THE LATE THE - STRUCTURAL PANEL W1MIN THE HIPPIE 2Y OF THE 10 MMDA M REMINRmI CONTACT WTH THE IMDFRSDE ALLOWANE BEAD"G CAPACITY NULL BE DETERMINED BY A SODS DIVFSTIWTON - f SHEAMUNG ROws(xauONG ABOVE WE AN BUNER MILL N naieuED A ANY OF UNLOOP DEGOIG.OR FLOOR NAMING Gvm DORTALaEG-HEIGHT.ONE ILOW OF T O.C.NAMING U PEOWRED CLIENi/LOCATION: CARAGE AND GNDLEYERED EXODDED EDGE OF NUMATHUL °"HAnGN 3""LL BE PWNNI®ID BE N`D"T-MIN UNIFIED SOIL CLASSIFICATION SYSTEM a MIN DOUBLE 2%/FNAMING COVERED IN EACH PANEL EDGE ROOKS) OP LADE OF SHAMING.OR CONTOWOM NSUUIION - WIm MIN.)/IY TMCK WOOD NNUIAUED E 1 ON ME UNDERSIDE OF FLOOR FRAMING AND - STRUCTURAL PANEL SHEATHING WITH BD EXtR FROM ME BOTTOM TO lE TOP OF ALL UNIFIED SOIL NAMING MFMEPS -WHICA"D SOIL DESCRIPTION COMMON OR GALVANIZED BOX NAILS TYPICAL PORTAL FRAME SYSTEM 3r AT W O.C.IN ALL FRAMING(STUD3 AND CONSTRUCTION EXIgNB EARTH IN UMVEMFED CMWL PROYDED_AB OF FLOw CID ILLS)AS SHOWN TYP. CRAWL SPACE MAUS SPACES SMALL DE COVERED ROTS A CUSS 1 LION N15111ATHON MULL BE SA O MIXT AI Dl TLE OR HO FINES MIN.DOUBLE 2%1 POST BYAPOR ONn Tom.IN tuM ovERLwRMNc IRA:"aSP W/rti�IEDOIED 10 THE LP (KING AND)ACK STUD) WAVE SAID URU OP NO RNFS 3WI -GRADED GRA I MIN LENGTH OF PANEL PER TALE R602.1 0.5 NUMBER OF LACK STUDS PER TABLES WCI NUR,MUry PEETRAIIONS ARM SAID 1Ir11E w NO RNa R602J(I)L(2) MMFR PFxERAi1OU RITE NUTS OPBRING tM FXTNOR w MP POORLY DRAPED SANDS on wAVELLY _ UNCONRROxED SPACE NULL DE SEALED. SAID,LITRE 0,NO DINES _ SILTY GRAVES GRAVfl-SAND-NLi In INNUmOW GM1IES SIWLBEMlO F1Lw GM MIXTURES - 1UggOw­WRA aw CAY E1SHAU BE MUR BY ttWUipx SM NIiY-1 SAS)-SILT MIXTURES INSTALLED PER(SECTION R003AMETER "OI 6 Udm3 ALLAIION READY CONFORMS TO THE CLAYEYC WM GRAVEL-SAND-CLAY BUILDER: ANIv"AisABLE GViry PACE GC MIXTURES r X r X S/IY RATE WASHER ..AGE NPAM11014 AIR SEALING MALL N PROVIDED DETWEEN SG. CLAYEY SAD,SAND-CLAY MIXTURE' - ME CARACE AHD CoNNFOHED MACES. MIXTURES - INORGANIC Nla L VERY DINE SAM, CONCRETE BIOQ OR RECESSED UW RXMRE3 MUM..IN TA UOrt RXNMS WIµ_M WE SL ROCK FLOUR MLTV V R CLAYEY FINE - POURED CONC WAIT FOUND. - RECESSED U.- DULDNG THERMLL ENYELORE NULL N WALED BULL THERMµ ENVELOPE NULL BE AIR TIGHT ANTI MOORS OR CLAYEY MLT3 WITH _ 10 ME DW WALL C DIED, SIIGM PIASTCIY ' ,t 0.5n II THEM,SHALL BE-1 NARY 10 Fn AROUND wRxG Cl MEDIUM N. 1RAUT .C VELLY OF LOW OCUYS a . . 0.UMBIxG Ax0IRR1G MNNG N EXPUT DIALL,w IlGAArtttN iN.Si ON SANDY WYS SRTY CLAYS LEAN F. CATION READv C- TO Av"RAGE SPACE SMALL WYS I irENO NNND NPNG Aro wRMc. INORGANIC WYS CO MCH DAtEXTERTO EXrEoroR"• .,LONACEMTOSNauERSAnD1uB5 "' PLASTIo"•F"Ta"YS FRONT ELEVATION SECTION SHOWER/TWO ON UEMOR WALL THE AIR TOE=MS AND THM MALL U SIULLNINMFLATED. MIN INORGANIC:NLi,MIGCEW301N REINFORCING NOTES SEPARATE THEM FROM ME SNORERS AND TUN ORGANIC FINE SAN.OR - NnV"OILS,ELASTIC MLR THE ARB OR...WICATC.D BMWo- CLAYSODRLOIRGAUCNI" PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B, AND C EECMIGL/ISwF DOx EMC D OR COMML BE MTA BOXES w OL GUYS OF LUW P1A511C1Ii ON EXTERDpWAl3 •ARdEALLD BGXE5 MIAL BE INSTALL®. - - GLA PLAN 2148 ON ORGANIC CLAY OR MENUS f0 MYAC EC.I R ROOTS-1 PENEMAn Md Pusncl",oRLAN1c MLrs SCALE:N.T.S. FIGURE RIN)2.10.6.3 HYAG FLEW SEA.BCO.T3 BULPNG THERMµ EM•ELOK DpAU BE U'LED OF PEAT L OTHER MGMY ORGANIC S06S drawn: checked: TO ME SUDROOR OR DRYWALL ' EM REOUIED AI N DEA EC.CONCESUD CDK AMM FIREDW UR.SMULLOMv DE3FAUDMA A.H."'MRECOMMENDED IY THE Scale: date: COx<UUD MRMUIU MIFACMRER.GLUING OP OTHER ADMESIVE S"SEAUNTS MALL HOT BE USED 10 FILLYODS UMAN FREE SPR R MAI COVER PLATES AND AS NOTED 9/14 ' ALL OP CE¢NCS n NADDDION NSPECnOMOFLoc IRALUSHBLLNNACCOpD.WCE¢NNTW WW$Ua OFIGC-IDD. - - PROJECT: sheet: 1121.F N-2 i� -100 EXISTING CONTOUR ®N �, x 100.46 EXISTING SPOT GRADE 86 PROPOSED CONTOUR Rovhe 28 F8-4.-2-1 PROPOSED SPOT GRADE W- PROPOSED WATER SERVICE Q TEST PIT e� PT er BENCHMARK N C LEGEND o Z 0 6 F LOCUS Q� LOCUS MAP 118.91 NOT TO SCALE CB DH FIND 117.98 N 1308'15" W CB DH FND Groin �nk 152.40' ence to L BUILDING 1�TBACK LINE (TYP.) LOT 4 43,562t S.F. 1.0f Ac. 16 SPK SET '04. BK 404 /116� • 116.67/ '0G 46 x 115.72- - - - i o co 112.09 1 113.14 x 112.81 112 CO N 108 / 106 N 104 10857. / 106.28 109.11 � x 105.2 108.85 //i1 P OPOSEDWATER SERVICE x 10 . 0 108� / W 10 . / 107.29 x C6' / '103.04 t 100.7 O , PA 00.6 4 /00.77 �OJNs. 04 10 17-f STNG Q r 1 3 x / BUILDING (storage) ---W Oar/ PROPOSED wT MT 1 x 104,9.0 GARAGE HOUSE' 3 1- T.O.S. GE ��104.8 100.67 •1=10 ' o _ to 1-03.9 Ol .65 PORCH _ 100.28 104 9.19 N o N •7' 9 .07 Q, O O 99, 6 �p O J0 x 98.87 1 W.'. .. O iv /� 0.97 x 99. 6 TPIL'1 c, PROP.Lo o. SEPTIC w N 1 � ` TANK TP-2.r. x 9 25 EXIS77NG SEP77C SYSTEM . iJ SERVICES BATHROOM IN N -102" .o STORAGE BUILDING Sg� TP-3„ m 1S, (TO REMAIN) o � OC I--1 .`TP' 4 :0 :.0 0 ..W x 97.22 V'. 98.75 x V).,. 33.5�����O• / '� ' �J x 9 .40 x 99.80 CB DH FIN /98,43 150.00' P 81 MAG SE foi100.1 97.94 , ® Ede of Pavement 100.25 100,85 BASIN 97.80 g 98.57 S 125�" E 99,95 97.52 OLD T. BENCHMARK o PETER E L POST ROAD McEVIL MAGNETIC NAIL SET v CIVIL EL.=100.00 No. 35109 FLOOD ZONE DESIGNATION NON HAZARD ZONING CLASSIFICATION: ZONE RF PLAN REVISION 8128/19 a �q SETBACKS: -RONT YARD=30' LOCUS MAP CORRECTION I J SIDE/REAR YARD=15' MAXIMUM BUILDING HEIGHT = 3 PARCEL I D. .057-010-002 WIND EXPOSURE CATAGORY: Exposure B , Engineering by: Surveying by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works,Inc. WARNER SURVEYING 1"=30' P.T.M. 284-18 1328 OLD POST ROAD COTU IT MA 12 West Crossfield Road 22 Long Road Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. , (508) 477-5313 (508) 432-8309 1/2/19 P.T.M. 1 ,of 2 Prepared for: James Danforth, P.O. Box 973, Cotuit, MA 02635 j NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL: 97.50 PROPOSED SEPTIC TANK PROPOSED D-BOX FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. INSTALL RISERS & COVERS OVER INLET AND INSTALL WATERTIGHT RISER & PROPOSED S.A.S. OUTLET. SET TO 6" OF FINISH GRADE. COVER SET TO 6" OF GRADE. PROVIDE ONE ACCESS MANHOLE TO WITHIN 3" OF FINISH GRADE FOR INSPECTION PURPOSES. T.O.F.=104.8 F.G. EL.=104.0 F.G. EL.=103.0t F.G. EL: 101.1 t F.G. EL: 101.1 t MAINTAIN 2% GRADE (MIN.) OVER S.A.S. L = 1( L _ 28' L = 23'(MAX) ® SCH4 (MIN.) p S=1% (MIN.) ® S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 6" 10"1 " r AA as 14" y 6 a3.39M: aaa6aa0 INV.=101.00 48" LIQUID aaaaaaa LEVEL AD INV.=100.75 INV.=98.77 PROPOSED INV.=98.60 4' 4.8' 4' INV.=101.30 GAS BAFFLE EFFECTIVE WIDTH = 12.8' D-BOAM jig' � H-20 RATED INV.=97.00 PROPOSED SEPTIC TANK 3-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN H-20 RATED TOP CONC. ELEV.=98.1 f BREAKOUT ELEV.=97.50 -' INV. ELEV.=97.00 111111 aaaa aaaa 6a0aa aaaaa aaaB eases NOTES: BOTTOM ELEV.=95.00 1) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE 4' 3 X 8.5'=25.5' 4' TO GRADE ON A MECHANICALLY COMPACTED 6" CRUSHED 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 33.5' BASE, AS SPECIFIED IN 310 CMR 15.221(2). T.P. EXCAVATION OR G.W. 2) INSTALL INLET & OUTLET TEES AS REQUIRED. LEACHING SYSTEM SECTION 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE NO GROUNDWATER, EL.=87.9 - AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 3/4" TO 1-1/2" DOUBLE WASHED STONE 3" LAYER OF 1/8" TO 1/2" SEPTIC SYSTEM PROFILE DOUBLE WASHED STONE (OR APPROVED FILTER FABRIC) N.T.S. GENERAL NOTES: SOIL LOG 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD CF HEALTH AND THE DESIGN ENGINEER. DATE: DECEMBER 18, 2018 (REF#15,855) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SOIL EVALUATOR: PETER McENTEE SE#1542 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE WITNESS: DONALD DESMARAIS R.S. LOCAL RJLES AND REGULATIONS. HEALTH AGENT 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 0" 0" FROM THOSE SHOWN'HEREON SHALL BE REPORTED TO THE DESIGN 99'S A 99 3 A ENGINEER. BEFORE CONSTRUCTION CONTINUES. LOAMY SAND LOAMY SAND 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. 84.8 10YR 4/2 98.9 10YR 4/2 B 5„ B 5.' 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF LOAMY SAND LOAMY SAND THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 10YR 5/8 10YR 5/8 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 97.2 28" 97.1 26" 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. C C 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. PERC 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 24"/36' AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED, BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY MED. SAND MED. SAND THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 2.5Y 6/6 2.5Y 6/6 CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY A LICENSED SOIL EVALUATOR PRIOR TO BACKFILL. 73.8 132" 88.3 132" 13. ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC PERC RATE <2 MIN/IN. ("C" HORIZON) SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. DESIGN CRITERIA ELEV. TP-3 DEPTH ELEv. TP-4 DEPTH NUMBER OF BEDROOMS: 4 99.0 A 0 98.9 A 0 SOIL TEX URAL CLASS: CLASS I LOAMY SAND LOAMY SAND 98.5 10YR 4/2 6" 98.4 10YR 4/2 6., DESIGN PERCOLATION RATE: <2 MIN/IN B B (0.74 GPD/SF LOADING RATE) LOAMY SAND LOAMY SAND DAILY FLOW: 440 GPD 10YR 5/8 10YR 5/8 97.0 24' 97.0 23" DESIGN FLOW: 440 GPD C C GARBAGE GRINDER: NO PERC LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF 24"/36' .74 GPD/SF PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS MED. SAND MED. SAND USE 3-500 GALLON LEACHING CHAMBERS IN SERIES 2.5Y 6/6 2.5Y 6/6 SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES SIDEWALL AREA: 2(12.8' + 33.5') X 2 = 185.2 S.F. BOTTOM AREA: 12.8' x 33.5' = 428.8 S.F. TOTAL AREA:..............................................................614.0 S.F. 88.0 132" 87.9 132" PERC RATE <2 MIN/IN. ("C" HORIZON) DESIGN FLOW PROVIDED: 0.74 GPD/SF(614.0 SF) = 454.4 GPD NO GROUNDWATER ENCOUNTERED Engineering by: Surveying by: SCALE DRAWN JOB. No. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works,Inc. WARNER SURVEYING N.T.S. P.T.M. 284-18 1328 OLD POST ROAD COTUIT MA 12 West Crossf-eld Road 22 Long Road Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. > > (508) 477-5313 (508) 432-8309 1/2/19 P.T.M. 2 of 2 Prepared for: James Danforth, P.O. Box 973, Cotuit, MA 02635 , 21 "pv' l - F , : t O ( 1 i' ! CO 177- TJAl r I I • I 4 • r n I . rl. I f I is f ' . - - --- ' I E 4 , _ : i. 77pp r: : f 1 _ . .. f 17 - J'g I - 19 zo - - `2- zo' r _ I , l JI . I I z I i I { O - J � I � r , I o - I I - - _ - - i I � ; a - _._... ...-., ..., ...................-------------- s i. i J_ i EL Ti -___--- ----- -.._—__.--------- ._..__- -- ....__ _ _ i I /_326 DO1 a°D-5r Al. 21 ` Ll f :. ..... .... ... ZIL-7hl7- F a . — -- -- I . _ _. _ —y—- --_._- -- ----- --- - .................... IT _ - _... --_.--------,_..__._...__.... ._.__._.....__._.....»._...._.__._.._._....._._...._.___._............... m_........ .-.,____._.____...._.__._._.._ , .�� ov 7 r--- i i i i t , i i i { i � I ; _ 6 3 9 : . i s _ F.. ,I - 2 I33d DL1� �D.�T" - _�--1_(` - � C Q i /7 _ ... . r _ z�l�14 iecx)x_' Lt f' i i �I , 1. Al if i _._.._. .............._..._... ._,...__._...__ ._.___..__._ - . 3 .t VIEW ----------- iD1 j 720 J5S/J t TA I i f � J f f i P� 2W-S Z-471DN19 { iX v tl i 2 XAO . FT 1 r/lIto $ ' c �i SEWAGE SYSTEM PROFILE & DETAILS NOTES Ab � SCHEDULE- OF ELEVATIONS R s`ERs AND sEcuREp COVE to WITHIN GENERAL N 0 E s 1 6 OF FINISH GRADE NOT TO SCALE ♦ �ua�u.� # '�• 10 , 1 FIRST FLOOR 2, H-10 SEPTIC TANK, HI-10 D-BOX, H-10 GALLEYS AND r - -- _ - - SCHEDULE 40 PVC PIPE THROUGHOUT 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO MASS ENVIRONMENTAL qe ' " 2 TOP OF FOU ATION _ 1 104.00 CODE (310 CMR 15.00,TITLE 5), AND THE LOCAL BOARD OF HEALTH. �• � "� _ - _ _ 3. THE CONTRACTOR SHRILL BE RESPONSIBLE FOR OBTAINING OBSERVATION .PORT 3 PIPE INV,,,AT FOUNDATION = A TRENCH PERMIT FROM THE LOCAL MUNICIPALITY WITHIN 3" OF FINISH GRADE 2. THERE SHALL BE NO CHANGES MADE IN THIS PLAN WITHOUT THE WRITTEN 4 INV, OF, PIPE AT SEPTIC TANK INLET = _ IN WHICH THE WORK iS BEING PERFORMED, S=2% MINIMUM PERMISSION OF THE LOCAL BOARD OF HEALTH. "� 5 INV. OF PIPE AT SEPTIC TANK OUTLET = 3, ALL ERRORS, OMISSIONS, AND CHANGE OF CONDITIONS AT THE SITE SHALL »� °,�U?� ���~ +�' �► , 6 .. INV. OF PIPE AT D-BOX INLET 13 101.25 BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PERFORMING THE 7 iNV. OF PIPE AT D-�BOX OUTLET � - 12 100.70 RELATED WORK. _ •'4 r 14 102,00 4 97,52 " a" Jr. +� 8 NV. O PIP AT: RT OF LEA NG D _ - - 11 100,70 4, THIS PLAN HAS BEEN PREPARED SPECIFICALLY AS A SEPTIC SYSTEM DESIGN AND 9 _. _ ►' .;• IS NOT TO BE USED TO ESTABLISH PROPERTY LINES OR BUILDING SETBACKS. OTTO OF LEACHING FIELD 10 97�, 70 MINA BREAKOUT " lI PROPERTY LINES AND BUILDING LOCATIONS ARE GRAPHIC ONLY, PROPERTY LINES < _ • _ .. OF STONE .. ,u. .`,-rrl_ fr�.•.'I_..,lj ,.Itrn�a,-1. .�r F.�i a�i��-}I� .1�-r ...t iii" .i , I � �. �� t � ._. 1 ,r.� t� Ott ,_;:._. __.._ _ ._ ,,, .: I _ .__ _ . .• r . ,iI�, i11. ,.t .,. r., S,. a III _. 1- _n ,. . _. __ ._.,,_ �_ _- _- _ t ,. ._ . . r � {t��r..l ,�f+, a = . �. REPRESENTATION 0 CERTIFICATION AS TO THE _. _ i �r r. I . Ott I gh 0 HAVING BEEN VERIFIED. NO R , I°� r � .� .. _ .., , _ _r r . ><, ,._. -_. .._ _ M_ ,. _ _. _. I _ . I J _ ._ ., q 5 NOT N • . ., r, 1- , a ~if 1[`aIi .1 _.I„,., ..l „[ _. ,._ _.. _ _ _. � F ,. I, -r" L, i_d S1 a, u r _ l..• . s •. . .-„ � `lak, cr ,.L a _ t�_�'-.., � , i5 �_ �( .: f I , . , .1_..{�r ll � ,_. k, .t. ..... � ,, 1 � ..... .,.. _..i_�7 ..,I � ��il. � .pia (,.>*. .� .._f .._ v,. ^rt�,, 1 U r �. ...7., � a r Wm. _ A E VER EACHING FACILITY i� r _. _ 1 . , FINISHED GR D 0 L _ L_ � `� r. 4, , ., _ _ .- ._. _ ._. -. ._, _ ._ ,,..,.__ ._ _.,,. `�_.t __, _,,,_ _,_ _, .. � �ii__ 11 7( r .} dt 1 r r._,1...4 Yi... _,_. ,_. .. _. • _.S ,..tS.n ci... �.t I,_ I�.,,�-. ,.t, S)t.-1,: ,.. 1 .lL,.,.:J• ...- ,_ r . I ,.- :._ ._, _.�,rs_ , _ ,. H S IMPLIED OR INTENDED. � ,__ r� _ ,.,.� 1� : _ ,_. _. __ �_ ,__. _r� J __ .. , a au i _ ,- �', :J :. __ •-. .- � .- ACCURACY OF THOSE SHOWN I M I fit: r ijl ... 1. �ti I` . . _ _. r. I__ _. .,_ �._ -.. .. r r ,�.- , r[[ � <„ , -;� �r.-�I•, L.:Ill 1�r {�., i yip .--{. T. .M r . . .., u- .1 - iu .� A �I b r H E 2 - i ,S.�fa� ,_.. ,,_ _ _.. _.;. ,"_f __ ; ,__ L.._ _ .... ....`['._.. ...4(L_.z .C"_ _.. r_ ! _I . _ _ r it .G 3. ,. ,.,, 7 _ _. ,. i— I 1 • " !_. 1 r J -'.'- ♦ - X .. r ... ....-J�._� _... .._ �_ ._.. .. .. .r� t ., .-ra.. � .-l. G,. ... t.,.� l� .3-, .!{V F..., . _ INISHED G AQE OVER D BO . . � _�f� __, _. _.. .-_r_.., _., _ : I . , , :1r -��--rr.. I..,I eox _. _. . K ,.. t 12 F R � r i ,. � r i -,lar r t2. ..,:,i�, .f..,.• . ._.,,_.. ._ � � o ,. � .� � � wl ,tr _._ ...._.._... _._.._ „J a .,�..LI:--1.1.._I..y.�"Y' L11 L..�...iL. -.r ..ij.r ., BACK fill Irl' ,,, :. ..., -�t. I , �i t. .r�r� :_.. � OAM D SEEDED AND MAINTAINED .l�i� J �dG t-� . _ , : . -.�. �,. _,� �..,., 5« ALL DISTURBED AREAS ARE TO BE L E E Q �I y: ..l N. 4-.11 l.J„ 8PEE _,� ,� I CLEAN FILL ,�• R SEPTIC TANK �•, � . s i�. �l%II �t;�!..�JI , {r�'.;rrr�.�'�� :tlE,.r}.-u�; / � ,i! ,<<,.;1, ,l.�.la ;,, 1 „(, .� 13 FINISH GRADE AVE , i �t. �p . :�,,._. _., .a1... .;,._ r ii ,: _:.. : + ► - vELERs ,.r r 9 MIN , 0 PREVENT EROSION. ,02�CO SQ: f ITL:: 41 ... its, .i! MIN, : 4�'x -.,:. uitrr, �.r�fi.Jlj' , .1 YVt ire i�.. f 1�1 .V +, T. R .R L - rapt �.; tl[+..r I�I�g MIN, " MAX. t: - - N �. ,, �� � ..{�.1��-,r. :__.:,._ _. _.,(f _, ,.. `_ i,»( - •-ii,(:y. l, �,;:i' 14 FINISH GRADE AT FOUNDATION ;J,sa ,�j S=0.02 L=4 fir, n.ar,,. rl _ �I7 3e 'rr+,air - a .:;?t, S=0.01 L-VARIES �:.>,,;�„ l:LF ,[I;j 6. FOR PROPER PERFORMANCE, SEPTIC TANK SHOULD BE INSPECTED AT LEAST LOCUS MAP NOT TO SCALE 5 BOTTOM OF SEPTIC TANK = •.' ,� � ��� a,-« , ,.��,� :r�_ - _ _ _ _ --' _ _ � 3 7.82 �1.-. F, 1.i: P�, a :.: •., _� ..,, '..., T, t 1..,.a ( ,,,,. ,... , 4, ONCE A YEAR AND WHEN THE TOTAL DEPTH OF SCUM AND SOLIDS EXCEEDS Tf'ul , � . i1 , _fir O SCHD. 40 PVC TEES d. :; 4,,: i ,� i:. 16 TOP OF CELLAR FLOOR r., _ ,l� � �,,��, I, ,:..{ :n 7 �� 1���:a a 1 3 THE LIQUID DEPTH OF THE TANK, THE TANK SHOULD BE PUMPED. ._ ! J ,..�,,, Iii 12 `i1,�,(; • ��� � !=�Il �*•r �.�i�t t��JI i 121,nirr- ,IC t, .. � •, i ��L�l�i,w r_�'�-���y • . i>1�'�`'lr� l� I� �.'.a '� ,-�li,,�t G �1, ;iir- t �-��iyr� ., :, I I 7 THIS S STEM S BEEN DESIGNED SIGNED FROM DATA REVIEWED AND ACKNOWLEDGED ,: •, 111,�..,.�.1rf � � :-_. .�Y�li..r t ,.... ,I:_.�It—��;1 �'J I�tt��.,i ... ,a�n'�11,-111 .fit ;....- ,i Lp .,li, '-..." i itJ.,.,� 1, >J7 t}.`.h .lrt..,_, tl,:�l� - « Y HA.. E .'�..i..�,..,, _ t t;r,.,.. .._. . i! � :'.�;,et� �I: �4�ri�,f�.:��r, ii .xL��li..�Tr.,ThrtJ 1.:;,::.�4- Lr �f4L-r-+!I i' C>Q ,j;; .;� GAS BAFFLE ,L .�� .. . 6 97. .: a -, ,11 ,,. ,. A LOCAL BOARD OF HEALTH; AND , r, . ! I d' 17 _ 7. 97.00 c r.: . .J.:_��__, . I ,.i �l. ��� r r �I a BY THE MASS. D.E.P. AND THE L L 4' of NATURALLY OCCURRINQ ,11 ,,Ci� �1 ?�.--,• -,- _x �5�t 1�� ��� ,� !�r� a CONFORMS WITH THE REQUIREMENTS OF TITLE 5 OF THE MASS. SANITARY CODE, ?�.: _ � 96.87 j' CP; ul� i1_. RERYIGUS MATERIAL LI r; �t-11'i, ,,,,.t L iu tt iln� c[i,C`Jil 11J=i'! tt�.{ L`%I Ll i._. .... , , , � - NO GUARANTEE OF PERFORMANCE IS EXPRESSED OR IMPLIED, • �n '-, 1.,_�f, x,r , , � -11 ,,> �.,. - • r�r1iC�l��li �. u , r it ,r� , �,;:f ,? r'r �,' IE' ,I �� I 8. TEST HOLE INFORMATION SHOWN HEREON IS LIMITED TO SOIL CONDITIONS FOUND ...rlt C,. _ - :d� ,r f1{ ....c.a ,flhl:j__�.- 1:.;.'!7_.�,;.:._f __.r�t.r_.� ..Jl .�`.. ,.. .:;i[u:;�- ,�.. TE 0 I M H ;, I 1500 GALLON SEP11C TANK r� AT THAT PARTICULAR TEST HOLE LOCATIONS AND IS NOT CONSIDERED AN III i�` ; ' , Jz. ,x _ £ rl ;s, I� LL T H-10 PRODUCT - ACME .�ft,u Y i2I 11[ PRECAST MODEL OR EQUAL ir'r, li [ USE 2 500 GALLON GALLEYS WITH: •, �r rl- ,i r �� �� �� ( ) IMPLIED OR EXPRESSED WARRANTY OF SOIL CONDITIONS BEYOND LIMITS OF ,�•- �', • d. i;;11�zP" T' dyl4ti r,: 36" DOUBLE WASHED STONE ALONG SiIES; SUCH TEST HOLES. r 15 92.94 „ 60 BETWEEN' 6" MiN. CRUSHED STONE ' 9. ALL ORGANIC AND UNSUITABLE MATERIAL MUST BE REMOVED FROM THE AREA 48 ENDS. COMPACTED BASE DIRECTLY UNDER AND 5 FEET BEYOND THE PROPOSED LEACHING FACILITY, THIS TOTAL LENGTH = 30' AREA MUST BE BACK FILLED TO THE ELEVATIONS INDICATED ON THESE PLANS TOTAL WIDTH = 11' WITH SELECT ON-SITE OR IMPORTED SOIL MATERIAL, CONSISTING OF CLEAN GRANULAR SAND OR OTHER GRANULAR MATERIAL, FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS -- SHALL NOT BE USED, THE FILL MATERIAL SHALL CONFORM TO MA STATE DESIGN DATA HEALTH CODE TITLE 5 - 310 CMR SECTION 15.225(3) AND SHALL HAVE PERCOLATION RATE OF BETWEEN TWO AND FIVE MIN. )PER INCH, BEFORE AND 1, BUILDING TYPE, o 1356 LOT 2 / �/ / / 103GPD PRMBEDROOM 110 x 3 330 GPD AFTER PLACEMENT. NS # 10a,99 / SERVICED 6Y / / 2. DESIGN FLOW, 1 E - � 10. ALL STONE MUST BE DOUBLE WASHED AND FREE FROM FINES AND ANY / TOWN W#f R / 99 p1 3, DESIGN PERCOLATION RATE; <5 min/inch ORGANIC MATERIAL AND MUST HAVE LESS THAN 0.2 PERCENT MATERIAL o / 3.32 /o / p oo, off/ ^� // OA, _ /ice /,� /, � \ 4, GARBAGE DISPOSAL: NO FINER THAN A NUMBER 200 SIEVE, 5 �, r i i j �'` ,tea o oh �� — _ i �,� / i \ 7 5, SEPTIC TANK DESIGN REQUIREMENT: 200 DESIGN FLOW 11, THE DESIGNER HAS NOT BEEN RETAINED BY THE CLIENT TO CONSTRUCT OR i / i / o 04 Q5 �AO3- 2. / �a a 330 X 2 = 660 GAL, (USE 1,500 GAL. MiN. PER TITLE 5) SUPERVISE THE CONSTRUCTION of THE SYSTEM, THE CONTRACTOR IS yCO. � I. 300 _ .- ,�0 ,�� / � 9 31 \ 6. TOTAL LEACH AREA REQUIRED: RESPONSIBLE FOR MAKING ARRANGEMENTS FOR INSPECTION OF INSTALLATION 11 r , 52'45" - ___ �1� / Ce0 \ TITLE 5: '3'30 GPD / (0,74 GPD/SQ.FT,) 446 SQ,FT, (CLASS I SOIL) OF THE SYSTEM WITH THE LOCAL BOARD OF HEALTH. i � � ''� .11 i i '� 101,57 -, ' 98' 9a•94 \ 1.03 7. TOTAL AREA PROVIDED: 12. THE GENERAL CONTRACTOR iS RESPONSIBLE FOR ALL HORIZONTAL AND � 10 / 11' X 30' LEACHING TRENCH (SEE DETAIL) VERTICAL CONTROL OF ALL SYSTEM COMPONENTS. � � �i j� oll N �% i 0 �i `� / 0.2+ i ( \ 00 EFFECTIVE DEPTH 2.0' LENGTH 30'; WIDTH = 11,0' 13, TIGHT JOINT PIPING TO CONSIST OF POLYVINYL CHLORIDE (P.V.C.) W i / � � -'"� / 14 \ 9g 09 11Q0 SIDE WALL AREA = (2x30,)(2) = 120 SQ.FT, SCHEDULE 400 UNLESS OTHERWISE NOTED. �'' 10 X \ 0.03 i i / ��� 4' 1� BOTTOM AREA 11 x30 330 Sq FT Ni06' �,� ENCHMARId "` 14, THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER FOR CONSTRUCTION END WALL AREA - (2x11)(2) - 44 SQ,FT, INSPECTION AFTER EXCAVATION FOR THE LEACHING BED (PRIOR TO THE \ \ .-� / LOT 3 I TOP OF CO CRETE 0 30 44 494 S ,FT. ------ TOTAL AREA PROVIDED 12 t 3 + Q PLACEMENT OF STONE) AND ALSO AFTER, PLACEMENT OF PIPE & STONE � _�._,.. / BOUND - 365 GP T ) \ \ \ ( I ti. / 494 SQ,FT. x 0,74 SQ.FT./GPD D PRIOR TO BACKFILLING. � 26,4 TY-*w,. / ����6� �, F�-� EL.=98.83 \ \ \ 1 I 100.5 - � REMOVE AN EP A E i 12 I TAI,,, FLOW PgovIQE� _ � GPO ---- 15, DESIGN ENGINEER SHALL CERTIFY CONSTRUCTION OF SYSTEM AND MATERIALS LOT 9 \.. \ \ \ 1 \ / I REM E R ., L 8 99 I T RQP 1EID AS NECESSARY / 7s2@ INSTALLED. THE CONTRAC OR SHALL PROVIDE A SIEVE ANALYSIS OF THE FILL c� I NOTE. SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER, SERVICED BY \ \ \ \ 1 I / HOUSE338 1 0' / SEE GENERAt� NOTE #9 �/ \ \ MATERIAL REQUIRED. AN AS-BUILT PLAN SHALL BE SUBMITTED TO THE LOCAL TOWN WATER \ �� \ \ \\ 1 I / 3 'FI- EL�104 T'. r: o I /' �' \ 1 SOIL EVALUATOR' S LOG BOARD OF HEALTH UPON COMPLETION. 116�Q� \ \ \� \ \ \ \ 1 5 �I / N T� F. EL=103 1 ; M , \ \ „� �'� 18, NO RUBBER TIRE CONSTRUCTION MACHINERY SHALL DRIVE OVER THE PROPOSED _ V I r Q Depth from Soil Soil Soil Soil Othar SEPTIC BED EXCAVATION DURING CONSTRUCTION, \>> >S \111�2�1 \ \ \ Lr .P• I 1 1 6 .° i / �� \ \ Surfaoe Hor. Textwr* Color Mott. Relative 17 DIG-SAFE AND ALL OTHER NECESSARY AUTHORITIES SHALL BE NOTIFIED FOR rn \ \ \ \ '. I pia cP� y \ a\ `,. Inches (USDA) Munssl Factors THE PROPER LOCATION OF EXISTING UTILITIES PRIOR TO ANY EXCAVATION. 11.0 1 , N \ ` � DEEP OBSERVATION HOLE 1 L. 98.2 �9'� \ \ \$ `��. LLL� �\ _ _ - 1 101 '�'' \ \ • LOAM IOYR 3/3 98,24 \ 1 9Jr1 6" 34 OEA LOAMY SANG tOYR 7/0 P RC 8 E 04 " �B \ \ 1 --fit " " CLEAN SAND - W SWALE 30 -iA4 C MED. ISANQ 2.6Y 7/9 NO NOT WELL, GRADED 1 1 A ION HOL 2 EL. 98.2 • I i i 1 1 �, �- ,� , 9a,1s - — — � � DEEP OBSERV T E a+ s: 1 .... .. ... I I 3. • \ � ,Ni. ,{j �„�rr '{`� ' ,=� ,. I�S 3°' ;w -,y"e7 z �e 0 `10 99.34 P \ � B.Z.Z 0"-6" OEA LOAM t 0YR 3/3 h �s 4 a O D I�/ l 6"-'0" B LOAMY SAND I OYR 7/0 �� s p �''. ... , Z.s� _ .- AT R r \ Q " " REVISION DATE DESCRIPTION BY APPR � � t�' •,F �§.. �' ��., ����� . 5 N � � 30 —144 C MED. SAND 2.5Y 7/6 Np CLEAN SAND - — NOT WELL GRADED tl� FF APPLICANT: 1 \ \ \ \ \ \ 9s.6s �Pe ozRr "; � .. o .. ` JAY LINDSLEY LOT 10 1 t 1, 97l `� \ \ \ \ s�02 �, sF l DEEP OBSERIVATION HOLE 3 EL, 98.2 116.5� \ \ \ '\ \ \ \ \\ i9\ ��. T 0� E AVENUE \ \ \ \ \ \ \ 2775 ORVILLE \ \ \ \ \ Cn / / �# J ,0 =� ,,n, w $I,Z 0"-6" OEA LOAM 10YR 3/3 SERVICED BY \ \ �' \' \ \ r / , R/� " CAYUCOS, CA. 93430 \ \ \ \ \. \ \ \ \ \ \� 0� / FWq Y ;, » x�h n B LOAMY SAND 10YR 7/6 PERC 0 46 TOWN WATER \ \ \ \ AU 30"�-144" C MED. SAND 2.5Y 7/8 NO CLEAN SAND NOT WELL. GRADED PROJECT. \ \ \ `. `\ \\ \ `\`\ \\ T \ off- \ �$ \ DEEP OBSERVATION HOLE 4 EL. 98.2 SEWAGE DISPOSAL SYSTEM DESIGN \ \ \\ \ \\ \\ ` \ \ \ \ \ \ t 3p0.80' \ \98- \ $Z,Z 0"-0 OEA LOAM tOYR 3/3 � 4� \ \ 579'39"W °�"1110 A Z 6"-30" B LOAMY SAND 10YR �/e 1336 OLD POST ROAD \�O O \�O;�0� fps�j0 \�O ;p� �O�\ 00 �9 CAN—POTABLE 9 . 30"-144" C MED. SAND Z.SY 7/8 NO CLEAN SAND IN !� © 9q 6) \ \ �� '. \ t'QT 4 ATER SUPPLY WELL 97.1i I NOT WELL GRADED '� \ \ \ \ \ \ \ \ \ \ SERVI D BY \ 97 46 1Q PERCOLATION RATE <2 MiN./INCH COTUIT (BARNSTABLE), MASSACHUSETTS a'2? TOWN X ER \\ --- DEPTH TO GROUNDWATER - NONE ENCOUNTERED \ \ 1 11 \ \ \ \ \ \ \ \ \ \ \ \ \ \ 9S.25 OBSERVATIONS BY. CHRISTOPHER COSTA, PLS SE#450 SHEET NO.; f OF t DATEE: 10102113 \ \� `� \ �• j \r \ \ \ \ \ \ \\ \\ \ \ �- ----' � �� WITNESSED BY: � ,DONNA MIORANQI R S - \ // , / / '� i•� \\ \ \\ \\ \ \ \ \\ 98.37 I DATE TESTED: 07/5/2013 SCALE: As ,Noted PRO FILE; OLDPOST_1336-uNDSLEY LEGEND — —J 0�•41 - - 97 9a NOTES DESIGN BY., BD, MCC CHECKED BY. MATTHEW C. COSTA, R.S. / 1. THIS LOT IS NOT IN A FLOOD HAZARD ZONE EXISTING PROPOSED •cNOF� PREPARED BY.- AS I _ �. AS SHOWN ON FIRM FLOOD INSURANCE RATE MAP, 1 �..•r-- .•�•^`..•� CONTOUR ELEVATION Io MA 2. WATER SERVICE LINE SHALL BE LOCATED AND MARKED C.co PRIOR TO ANY EXCAVATING AND 10' MIN. SETBACK + Inc . I o NO. 13 ^+ DISTANCE FROM SAID SERVICE TO THE SEPTIC SYSTEM Costa Associates , 50x5 SPOT GRADE I _ 50.5 �o SHALL BE MAINTAINED. TEST PIT (TP) t sq 3. ALL WATER LINES SHALL BE SLEEVED WITHIN 4" PVC _ CIVIL ENGINEERING • LAND SURVEYING • ENVIRONMENTAL CONSULTING [� CONCRETE BOUND (CB) SCH 40 PIPE FOR 10 ON EACH SiDE of SOIL ABSORPTION SYSTEM. LAYOUT PLAN h, �.a 4, GROUND ELEVATIONS ARE BASED ON', AN "ON THE GROUND" P.O. Box 128 / 465 East Falmouth HWY. 508.548.6424 PHONE GUY WiRE INSTRUMENT SURVEY ANb AAN ASSUMED DATUM. East Falmouth, MA 02536 508.548.0350 FAX www.CostaAssociates.com v UTILITY POLE (UP) GRAPHIC SCALE ��� �L'� �;: '��'� DRAWING TITLE; 5. LOT COVERAGE per+ S.F.DRAIN MANHOLE s:o ,o to 40 so :n`� r� 861 SLOT AREA 42, ® PROPOSED DWELLING AND GARAGE =2,052 S.F. SEPTIC DESIGN PLAN � �►+� WATER GATE (WG) 4 WATER SERVICE (WS) 7 ,✓ ( � P'S>I:T ) ,; � TOTAL LOT COVERAGE BY STRUCTURES 2,052 S.F. ( 4,7� ) � i Inch - iZ0 it, '• '. ASSESSORS INFORMATION: MAP 057 BLOCK 010 LOT 001 ,